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13000 Island Bay Cir 00-2766, 00-3630,00-3632 Windsor pine apts. Clubhs, maint. bldg, car wash and compactor.,,�� � <t s, �� ;: 3 r=- 0 al d� C�EN STfRUCTU AL NOTES FIN15HED GOIDES: 5LAf3 TENDONS CxRADE STANDARD BUILDINGS CODE; 1991 EDITION SLAB TENDONS SLAB TENDONS DESK-tN: — FOUNDATION 6HOWN ON THE ACCOMPANYING DRAWING HAS E3EEN DE81GNEP USING ACCEPTED ENGINEERING PRACTICE, AND 16 IN ACCORDANCE WITH THE CRITERIA FOR SELECTION AND DESIGN OF RESIDENTIAL 6LAE36 ON GRADE (RRAE3 REPORT), THE AMERICAN CONCRETE INSTITUTE "BUIL.DING CODE JI REQUIREMENTS FOR REINFORCED CONCRETE" AND THE POST -TENSIONING IN5TITUTE'5 "DESIGN AND N . IIi _III_ i. fi( 11I 1II I - 01 44 CONSTRUCTION OF POST -TENSIONED SLABS -ON -GROUND ". FOUNDATIONS HAVE BEEN PROPORTIONED -1 I; j j j I I =' I IW I I [ i I I—1 E, IN PRESSURE OF 2500 P6F PER NODARSE 4 ASSOCIATES, INC_ PROJECT NO.: FOR ALLOWABLE SOIL 15EAR G PRE \-m ® iII .. —n W9g G 408 DATED SEPTEM15ER I1, 200 . _. ��, ± — �_I I .._ ; �1_ I-111__. , (1-I IL; II (: II I t I t jjj i j{....._ �- I I-:I!._.711�1-1--�•i��iJ-:I'-�i�Yi,�ll,l1��iii 313^ I -i t 1.) GENERAL CONTRACTOR MUST VERIFY ALL 5LAE3 DROPS, OFFSETS, BRICK LEDGES, AND BLOCKOUT6 ON _ ARCHITECTURAL DRAWINGS AND NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES WHICH OCCUR ON �, 411 — �" 0 STRUCTURAL PLANS. n _.� SEE PLAN 2'-011 SEE PLAN 2.) GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ALL OPENINGS, INSERTS, AND OTHERS RELATED ITEMS WHICH ARE REQUIRED .r{" g" TO COMPLETE THE FOUNDATION SYSTEM. 9 1 SEE PLAN — 1- 11 " u 1 � � 3A (STAIR DOTING MATERIALS 1.) CONCRETE IN FOUNDATION 15EAM5 AND SLAB SHALL BE A MINIMUM OF 3000 Pal AT 25 DAYS, AND SHALL ATTAIN A MINIMUM COMPRESSIVE 5TRENGTH OF 2000 PSI PRIOR TO STRESSING OF POST -TENSIONING CABLES. THE GENERAL CONTRACTOR SHALL PROVIDE CONCRETE TEST CYLINDER TO 115E TESTED THREE (3) DAYS AFTER CONCRETE PLACEMENT TO VERIFY COMPRESSIVE STRENGTH OF CONCRETE PRIOR TO 411 11_011 3TRE551NG OF P05T-TENSIONING TENDONS. CONCRETE MIX DESIGN AND PLACEMENT SHALL BE IN SEE PLAN ACCORDANCE WITH ACI 316, TYPICALLY. 2.) ALL 3LAB5 SHALL BE PLACED ON A 6 MIL POLYETHYLENE VAPOR 0ARRIER, TYPICALLY. 3.) PRE-5TRES5ING CABLES :SHALL CONSIST OF ASTM A41� 5TRE35 RELIEVED 210 K51 SEVEN WIRE STRAND, TYPICALLY. TENDONS $HALL HAVE CORROSION PREVENTIVE LUBRICANT AND PLASTIC SHEATHINGS, TYPICALLY. END ANCHORAGE DEVICES SHALL CONFORM TO POST TENSIONING INSTITUTE DESIGN TYPICALEXTERIORFOOTING TYPICAL THICXENED 5LAPATIO � � � �� ' I CAL INTERIOR FOOTING 3PECIFIGATIDNS. ALL DEAD END ANCHORAGES SHALL BE FACTORY SEATED OR POWER SEATED. 4.) MILD STEEL REINFORCING, WHERE REQUIRED, SHALL COMPLY WITH ASTM A615, GRADE 60. = 1 SCALE: I'iz 11 = I'-0° � , 1 SCALE: 11r211 = 1'—/All � — 9 � � j SCALE: 11i2 11 = I'-mll CONSTRUCTION: I K/ I I 1.) E3EAM 3IZE5 ARE THE ACTUAL SIZES WHICH ARE REQUIRED, AND SHALL NOT BE INCREASED OR DECREASED IN SIZE WITHOUT PRIOR APPROVAL OF THE STRUCTURAL DESIGNER 2.) CONCRETE SHALL ESE WELL CONSOLIDATED, PARTICULARLY IN THE AREA of CAF5LE ANCHORAGES. 3.) SUPPORT ALL TENDONS AND REINFORCING 8TEEL TO PREVENT HORIZONTAL AND VERTICAL MOVEMENT OF 5LAE3 TENDONS THERE ELEMENT8 DURINC-s PLACEMENT OF CONCRETE. 4.) ALLOW 8" DIAMETER CENTERED ON TENDON AXIS, E3Y 3fo" LENGTH FOR 6TRE561NG EQUIPMENT CLEARANCE, MINIMUM_ 5.) WHERE TENDON SHEATHING I6 DAMAGED FOR A LENGTH OF 5" OR MORE, TENDON MUST ESE RE -SHEATHED TO PREVENT CONCRETE FROM E3ONPING TO THE STRAND. lilri r it _ it a CU 5 ARE TO E3E POURED MONOLITHIC WITH 5LAE3 POUR WHERE REQUIRED. LU �.) CONCRETE RE3 SCHED. REINF. � z PER PLAN : 1 Q r2UBMITTAI_6= POST TENSIONING CONTRACTOR SHALL, UPON REQUEST, FURNISH THE FOLLOWING: TONGUE GROOVE 3" GLR 3" GL U METAL FORM — _ 1.) LAE3ORATORY TE6T6 ON ANCHORAGE SYSTEM, Ea EQ m 2.) LATEST CALIBRATION DATE FOR THE 6TRE661NC-s EQUIPMENT i3EING USED. LU SLAB TENDONS CLIP BOTTOM OF FORM AS SLA13 TENDONS _ 3CHED. WIDTH �,' REQ'p TO ACCOMOPATE A INT fo 3.) LAE30RATORY TEST COEFFICIENT OF FRICTION FOR THE 6TRAND. TENDON, TYP. 4.) MILL TEST CERTIFICATES ON P05T TENSIONING TENDON MATERIAL. = CURt3 : REINFORCING PER -d ORIGINAL CONTRACT PUr-36. ST�vvING: ,. °b� - �t FINISHED GRADE a 4 6� LAE33 TENDONS — — — — — 1.) TENDONS SHALL BE ANCHORED AT 213.` K PER STRAND, 15UT MAY INITIAL--LY BE 5TRE55ED AT 33K PER b a ® ' ' S STRAND. POST -TENSIONING TENDONS SHALL ESE STRESSED BETWEEN THREE (3) DAYS AND SEVEN (1) , J 1, , �r DAYS AFTER CONCRETE PLACEMENT, TYPICALLY. 4 I ±{ I (._._..�.E:' � �.P,, � �� ;II III: ).(I::: -MI (I _CnI. III �( II.I �C( li( (ll lip ,III, lI( T-1 1I(I I.l..-11 I......._1�1.... �.=1(1 l i( ,II lli ill—'111 fll-I!!—ri! !11-11l- lii 1(1 "111 III SPECIAL NQTE `� (IIII II11 I(I I IIII' Il II i I II III iJ EXTERIOR BEAMS SHALL EXTEND 9" INTO UNDISTURBED SOIL, OR THE SLAB SHALL ESE PLACED ON 411 4!1 MIN. COMPACTED FILL PER 301L5 REPORT. � K, iI! 1I�1I( Q� 2.) REFER TO THE LATEST SOIL6 REPORT FOR ADDITIONAL INFORMATION REGARDING SOIL CONDITIONS SUCH j h 4 U 111 AS FILL MATERIAL, REQUIRED COMPACTION, AND OTHER 6UB5URFACE PREPARATION REQUIREMENTS. SEE PLAN 11_411 SEE PLAN �0 INS AWAY FROM ALL BUILDING SLABS n 3J GRADE SHALL SLOPE AWAY FROM BUILDING, SUCH THAT WATER DRA AND FOUNDATIONS. � � 3" CLR. 3' CLIa. U SCHED. WIDTH gr=PRODUCTION OF DR4WINCKS THE USE OF REPRODUCTIONS OF THES>= DRAWINGS E3Y ANY 8UE3CONTRACTOR, ERECTOR, FABRICATOR, OR B EXTERIOR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES H18 ACCEPTANCE OF ALL SCHED. R1=1NF. INFORMATION SHOWN HEREON AS E3EING CORRECT, AND OBLIGATES HIMSELF To ANY JOB EXPENSE REAL PER PLAN OR IMPLIED, AR151NG DUE TO ANY ERRORS THAT MAY OCCUR TYPICAL I C /� L SL /` DEPRE55 I O I GYP I CAL CONSTRUCTION JOINT FOUNDATION REDESIGN: I f',t f•� �•/ �/I r✓ /,(� /h, POOTING; ITY FO THE DESIGN �A r�„_ ,-„( T' I PICAL 1n�� RL_ PLOWFIELD 4 ASSOCIATES, INC. DOES NOT AS6UME OR ACCE;PT LIABiL R SCALE: 1'/2" = 1'-011 � e 1 SCALE- 12 I (D ADEQUACY, OR STRUCTURAL f EL�oRI'-'(ANCE OF THE PROJECT'6 SUPERSTRUCTURE. SUCH LIABILITY _ 1 REMAIN6 WITH THE ENGINEER OF RECORD. THE LIMIT OF LIABILITY FOR R.L, PLOWFIELD 4 ASSOCIATES, INC. 1 1 SCALE: 3�a" = 1'-®" SHALL BE LIMITED TO FOUNDATION ELEMENTS. FINISH GRAPE SITE/CIVIL DWG5. AS NOTEDAPPROVED I _ F--- _ 1 1 I(J G 1l('�� �''�- ls.t- s•r ✓�-1` {.�J c l t— ,�ti J �, = PROVID)= REINF. 5TL. 1. T(. poWELS TO cMu z 3LA5 TENDONS PER PLAN, TYP. SCREEN WALL PER { CONTRACT WINGS. __. __ [_....... :....... _ Q W Q NTRAC DRA SLAB TENDONS tY Q Q to SLAB TENDONS I I -..I I 1=:IIi }tu LU -- I - ? _ 5LAE3 TENDONS I I n e I -III- v a 4441 A i l ""'i I !� _ , � _ . F \ _ / L_ ,� w h n41 � - � � � •, 7 I .._!.� � III_.. � _;: I -I ;_:� � i11- I i ( II ! .: ... � • y i 1=-�) I I III- -I 411 11 MIN, r. ua III I � - <.i SEE PLAN 11-411 SEE'PL-AN w f,, ....I (. ! I _111- II II(II;. 411 411 411 411 MIN. III. � ( (" I, _, — _j - i SEE PLAN 1�-611 SEE PLAN 5EE PLAN 11-411 SEE PLAN 411 1'-0" S" 11-011 lo TYPICAL 5LAE3 TYPICAL INTERIOR O � � ,4 �� AF3 EPRE55ION w/ E 1 TYPICAL COMPACTORPOOTIN 1D1�1�E55I N 5 1� �•� � � FOOTINe � 5���UJ��� SCALE: 1r�211 = 1'-®" 5CALE: 11i211 = I'-m" � SCALE: Iriz 11 = 1'-rill SCALE: I1i211 � 1'-0" � = 1 6 _ �-1 { 'I t r J U) W_ FW- Q u- Z U O DD_ Q R. L. PLOWFIELD & ASSOCIATES, INC. Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone: (407) 657-6657 Fax: (407) 657-8480 plowfield@worldnet.att:net 0 U W q N q JOB NO.: 001-74 DRAWNBY.• RB..I CIIF:CKE'D BY RGS APPROVEDBY. RL.P DME: 041/12/00 SHEET I 0 ct BUILDING 15 5YMMETRICAL ABOUT CENTERLINE 4 EQUAL �'65 AC" EQ. SPACES 6HOUNZ'ACES 2 2 2 — 518 F_--- ---, -� i- J7 _I , - S-I - 51a - S-1 i I L -- L I 4 �518 4 S-i I I L I I I F n n n - I I I L —_j I I I r-- ----j l— --I 1 I 1 L--------- —7 �---- - -- —- — — I I I i-- -- I I I I — I I I I I I I I i t I I I 1 3 1 1 I I I I I 1 1 I I I I S-t I I i l l l lY,3n, I I 3A l l i I I IL i3A L_j L � S-I S-i L-1 I I L -I � S-i I S-I 5 !;_11 1 S-I I I i 3 S-I I I I I I S-I I 1 1 I L----------------- I L---------------------- --J �---------- -------I r---------------------- ---i r- ----- --- I I I I I 3 I I I I 3 S- I I I 4" CONC. 5LAB-0N- 1 i i S_i VAPOR I OR BARRIER 1 5-i 1 1 1 1 1 I I 5-1 I I I i I I I I 1 1 I I 1 1 L -- --, 11 r--- -- J L--- --� I I I 1----- - - - - - - L.J r I l -� LC 1 4 1 1 I I I 11 1 1 l r_ 1 1 �-- -i 6_1 1 L--J L---- — T _j L __I L � S-i '-62'-(o" W�Nw 3 �AV4 i I i '11.!.0 5140 — -- ---- — -- J L -- -- -- -- -- -- J 8140 N--i j 1 1 I LJ I I i- - L- --1 L— 1-04 x 5'-0" LONG AT T 2 2 MID -DEPTH OF 6LA5, TYP. e �� -� ALL RE-ENTRANT CORNERS. 5-1 aNPVM ml® W L 2 �. r i �eui��iNU rrPE IT' FOUNDATION PLAN 5-2J SCALE:...m V 110 iau q N me 0 w a LU �r A■ qu to N �1) TENDON 5CHEDULE I=OR 51JILDiNG T'YFr= "i" MARK TOTAL. ELONGATION REQUIRED NUMBER 518 1.63" 32 551 4.21" 19 613 5.94" 24 5140 11-03" 13 PLAN NOTES: I.) Provide anchor bolts, or "MAS" straps at all exterior wall locations. See the contract documents for all dlmenalone and for complete details and locations of column and wall anchorage, typically. 2.) Provide positive drainage For all breezeways, lanafe, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typically. 3.) 5hot-In anchors shall have a maximum penetration into slab of I1i2". Shot -In and drilled and epoxied anchors shall be coordinated so as not to intersect post -tensioning tendons, typically. 4.) Slab eubgrade shall be prepared per all foundation notee ae shown on the contract drawings. 5,) Provide proper curing of slabs after concrete placement. Gure slabs to the degree required to avoid shrinkage and temperature cracking of slabs due to premature drying newly placed slab surfacee, typically. 6.) Provide 11/2" minimum concrete cover on all post-tensloning tendons, as outlined in the Poet -Tens fonfng Institute "De:elgn and Construction of Post -Tensioned Concrete slabs." Provide chairs at post -tensioning tendons sufficient to maintain this specified concrete cover, typically- 1.) Footing "F-l" shall be 3'-0" X 3'-0" X 1'-0" deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 8.) Tendons greater than 100 feet in length must be stressed from each end, typically. W 0 BUILDING IS SYMMETRICAL ABOUT CENTERLINE 1 5-) 2 I / SDI 5- .z \% --------I (oE g_I It 4 �j 1 5-1 I �_J i---I -' I --- ---- --I I I I i-- ----1 F I I I I 3 EQUAL_ SPACES '-6;; SPACE A5 ,,2 EQ. �I 5-1 S-I j 4 � L- _ 7 5-I _ L l r ----- --I i--- -- --- -- -- I I I r I I I I I I I I 3A 1 1 3A I I 1 S-1 1 I 5-1 I I 5-I I I I I I I L LJ �J LJ L-J 1 1 I I I I S-I I �'- I 11 S-1 5-1 T-1 I I I------------- - - - - - - - - - - - - J I--- - - - - - - - - - - - - ----------� I--------- -- ---- -- - r------------------------- ------ ------------- ---1 r- ------ -- ---- --- - I I I 3 3 I I I� 5-I I I I I I I I I I I I I I I I I I L------- L--- ---J L r_J I I I r 1 L -1 J I r- I 5_I L- L•---� J n XM 4" CONG. 51- 5-ON- C-4RADE ON 6 MIL.. S-1 VAPOR BARRIER � 7 F_ I I I I I I 5-1 3 I I 3,4 I I I I I I I I I I-- L- J 1- "4 x 5' -O" LONG AT MID -DEPTH OF SLAB, TYP. 6 2 ALL Ri=-ENTRANT CORNERS. 6 E13S 2 S- i 5UILDING3 T'rFE 2 FOUNDATION PLAN, a3 ) SCALE: pis" = 1'-0" J 7 5- '-�01=Q- SPACE AS �-6',; 3 EQUAL SPACES 2140 1.1 PACE 5NOUN 2 5-1 S18 Mail odep IIEN-1111 .: 140 ell 2 P TrENDON SCHEDULE POR 51JI .i-)INCH TYPE 11211 MARK TOTAL_ ELONGATION REQUIRED NUMBER 615 1.63" 32 S51 421" 21 S73 5.94" 24 5163 12.03" 13 PLAN NOTES: I.) Provide anchor bolts, or "MAS" straps at all exterior wall locations. See the contract documents for all dimensions and for complete details and locations of column and wall anchorage, typlcally. 2.) Provide positive drainage For all breezeways, lanals, interior stairwells, and other locations as shown on 5tructural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typically. 3.) 5hot-in anchors shall have a maximum penetration into slab of 0/2". Shot -in and drilled and epoxied anchors shall be coordinated so as not to intersect post-tensloning tendons, typically. 4.) Slab subgrade shall be prepared per all foundation notes as shown on the contract drawings. 5,) Provide proper curing of slabs after concrete placement. Gure slabs to the degree required to avoid shrinkage and temperature cracking of slabs due to premature drying newly placed slab surfaces, typically. 6.) Provide 11/2" minimum concrete cover on all post-tensloning tendons, as outlined in the Post-Tensloning Institute "Deslgn and Construction of Post -Tensioned Concrete Slabs." Provide chairs at post -tensioning tendons sufficient to maintain this speciFied concrete cover, typically. i.) Footing "F-1" shall be 3'-B" X 3'-011 X 1'-0" deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 8.) Tendons greater than 100 feet in length must be stressed from each end, typically. IN LIV F EN n U c .S r 'CUM _ 2 EQ. S AC A5 I-e- 1 3 ;=QUAL " SPACPS '-6 ,PAC-1, 6NOLUN (0. � 2 5-I - 5-I Sl8 f I I I r ., SS6r--\------ I I fill FI 3,q I 5-1 --- --� 6 1 I 596 5-1 5-I I 4" CONC. SLA15-ON- GRADE ON 6 MiL. VAPOR BARRIER 2 596 u I l 69 J - - - - - .--_- - -- -- -- --- --I- - ----- -_ - - -- -_ 2 ril 96 5-1 U lL I I I S-4 lix 596 - — — — sa6 (L I 1 3� g-I I I I I I I I I I 3 I I I I 3A 5-I I I I i j5s6 — — - J L -- - -- I I I — -------- — — J 3'-0" U11DE POUR 61.RIP 2 TYPICAL POURFRIP DETAIL 4) SCALE: 3/4" = 1'-0" 5UILDING� TYPE 113" FOUNDATION PLAN S= 4 J SCALE: pis" = V _0" TENDON SCNEDULrE POR 5Ui F.)ING TYPE 11311 MARK TOTAL ELONGATION RIEQUIRED NUMBER 518 1.63" 32 529 2.49" 11 551 421" 22 613 5.94" 24 58(0 6.95 12 S9(0 9 6113 8.91" 9 PLAN NOTES: 1.) Provide anchor bolts, or "MAS" straps at all exterior wall locations. See the contract documents for all dimensions and for complete details and locations of column and wall anchorage, typlcally. 2.) Provide positive drainage For all breezeways, lanais, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typlcally. 3) 5hot-in anchors shall have a maximum penetration into slab of 11/2". 6hot-in and drilled and epoxied anchors shall be coordinated so as not to intersect post -tensioning tendons, typlcally. 4.) Slab subgrade shall be prepared per all foundation notes as shown on the contract drawings. 5,) Provide proper curing of slabs after concrete placement. Cure slabs to the degree required to avoid shrinkage and temperature cracking of slabs due to premature drying newly placed slab surfaces, typically. (P.) Provide 11/2" minimum concrete cover on all post -tensioning tendons, as outlined in the Post -Tensioning Institute "Design and Construction of Post -Tensioned Concrete Slabs." Provide chairs at post -tensioning tendons sufficient to maintain this specified concrete cover, typlcally. 1.) Footing "F-1" shall be 3'-m" X 3'-0" X 1'-011 deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typlcally. B.) Tendons greater than Irani Feet in length must be stressed from each end, typfcally. 1.1 5UILDING IS 57MMETRICAL ABOUT CENTERLINE D U �V m 0 '-6 1; 12 EQ. SHOWN I - / II CCJJ L f5uiLDiNe T)"FE 4 FOUNDATION PLAN S= 5 j 5CALE: 'ie" = 1'-0" Q 6 EQUAL am CA W 4 W tt Q (3 to �t W U 4 11. W U Q �tu �U W iL nd) d W tIENIDON SCHEDULE POR 5UILLDING HYPE 11411 MARK TOTAL ELONGATION REQUIRED NUMBER 515 1.63" 16 554 4.45" 1_1 516 (0.11" 12 5114 5.gg" 13 PLAN NOTES: I.) Provide anchor bolts, or "MAW straps at all exterior wall locations. See the contract documents for all dimensions and for complete details and locations of column and wall anchorage, typlcally_ 2.) Provide positive drainage for all breezeways, lanals, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depresslons and elevation changes per the contract drawings, typlcally. 3.) 5hot-in anchors shall have a maximum penetration into slab of 11i211. $hot -in and drilled and epoxied anchors shall be coordinated so as not to intersect post-tensloning tendons, typlcally. 4.) 51ab subgrade shall be prepared per all foundation notes as shown on the contract drawings. 5,) Provide proper curing of slabs after concrete placement. Cure slabs to the degree recjulred to avoid shrinkage and temperature cracking of slabs clue to premature drying newly placed slab surfaces, typlcally. (o.) Provide 11/2" minimum concrete cover on all post -tensioning tendons, as outlined in the Post -Tensioning Institute "Deslgn and Construction of Post -Tensioned Concrete 5labs." Provide chairs at post -tensioning tendons sufficient to maintain this specified concrete cover, typically_ 1.) Footing "F-i" shall be 3'-0" X 3'-oil X 1'-0" deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typlcally. 13.) Tendons greater than 100 feet In length must be stressed from each end, typlca I ly. "�1 a 0 F L tu Q 0 V 0 9 0 Q rQ u _1 to =3 v 6 U 0 Q it 1-04 x 5'-0" LONG AT ___/ MiD-DEPTH OF SLAB, TYP. m ALL RE-ENTRANT CORNERS. 526 - 526 lli 526 1 � 5_I I I 589 I I 589 589 � I I 589 5-I I I ui A I Isaew _J I - I 589 I 589 � 5-i I i a 526 I � d 526 lU I I � I I 526 I "CLUBHOUSE" FOUNDATION PLAN 5 - (O J SCALE: '%" = 1'-01' TENDON SCHEEDULE FOR 11CLUE3NOU5E" MARK TOTAL ELONGATION REQUIRED NUMBER 523 2.02" 3 526 2.15" 2 526 225" 9 53(0 3-04" 3 538 3.19" I 543 3.59" 5 645 3.14" 6 513 5.94" 6 589 �.19" 9 n u S) IV ro" CONC. SLAB-C ON 6 MIL. VAPOF I I I I I I I I r -kw- qWM I II II CARUJASH SLAB t FOOTINGS POURED CONVENTIONALLY PER ORIGINAL CONTRACT DRAJINS, TYP- us 6 EQUAL SPACES WIN AAA I I 538 � it 1 u � I 4" CONC. SLAB -ON- 5-� p4.., GRADE VAPOR ON 6 MiL. BARRIER 538 �53 I I I I I 538 �-- --- --- --- - -- --- --- J 1 �`MAINTENANCE euiLpiNG" FouNUArioN PLAN e ® (r,?j SCALE: ',e" = i'-0" TENDON SCHEDULE FOR "MAINTENANCE 5LDG." MARK TOTAL ELONGATION REQUIRED NUMBER S26 225" 9 538 3.19" 7 thy' :fir 6 EQUAL SPACES TRASN COMPACTOR" FOUNDATION PLAN 5 & j SCALE: '/a" = P-0" TENDON SCHEDULE FOR "TRASH COMPACTOR" MARK TOTAL ELONGATION REQUIRED NUMt3ER 518 S19 1.71" I 530 2 531 2 65" 4 PLAN NOTES: I.) Provide anchor bolts, or "MAS" straps at all exterior wall locations. See the contract documents for all dlmensfons and for complete details and locations of column and wall anchorage, typically. 2.) Provide positive drainage for all breezeways, lanais, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typically. 3.) 5hot-in anchors shall have a maximum penetration into slab of 11/211. Shot -in and drilled and epoxied anchors shall be coordinated eo as not to intersect post -tensioning tendons, typically. 4.) Slab subgrade shall be prepared per all foundation notes as shown on the contract drawings. 5,) Provide proper curing of elabe after concrete placement. Cure Blabs to the degree required to avoid ehrinkage and temperature cracking of slabs due to premature drying newly placed slab surfaces, typically. 6.) Provide 11i2" minimum concrete cover on all poet -tensioning tendons, ae outlined in the Post -Tensioning Institute "Design and Construction of Poet -Tensioned Concrete Blabs." Provide chairs at poet -tensioning tendons sufficient to maintain this specified concrete cover, typlcally_ -I.) Footing "F-l" shall be 3'-0" X 3'-0" X 1'-0" deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 5.) Footing "F-2" shall be 4'-0" X 4'-0" X I'-0" deep, with 6-04 each way bottom. Footing shall be monolithic with slab pour, typically. FINAL, INSPECTION JREQUIRF4. City OF Sanford Model Codcs in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Coda 1996 ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 SANFOfZD BUILDING DEPT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND MOT AS AUTHORITY TO VIOLATE. CANCEL. ALTER, OR SE. r ASIDE ANY OF THE PROVISIONS OF THE-rECHNICAL CODr-" NOR SHALL. ISSUANCE OF A PERMIT PREVFI\IT tE BUILD!NG DEPT FRONI THERE :F1'FR RFOUIRING A yORREC- TION OF ERRORS ON TI-IF FL_.."!.`. f:ONSTRUCTION OR OTHER VIOLATION (-) T%'.E C JC;cS. }OFFIG!"E" �i JJ i a1, ,f, �w PE— Mm 'mIT 0 o=x) (a (0 is Al 7X •t;" A3� i , ..•i It I i 0 50' t00' 700' SCALE 1'-100' I t Pima 77-t . I I .__ >.,.. M WaNk j SHT. NO... ISSUE DATE REV. NO. _ REV. WE SHEET TfrLE L-001 6/30/00 1 r 9/25/00 HARDSCAPE LEGEND & FINISH SCHEDULE L-002 6/30/00 -- -- SITE KEY PLAN L-100 6/30/00 1 9/25/00 HARDSCAPE PLAN L-101 6/30/00 1 J9/25/00 HARDSCAPE PLAN — L-200 6/30/00 1 9/25/00 HARDSCAPE DETAILS L-201 6/30/00 1 9/25/00 _ HARDSCAPE DETAILS L-202 6/3U/OU 1 9/25/00 HARDSCAPE DETAILS L-203 •6/30/00 -- -- HARDSCAPE. DETAILS L-204 6/30/00 1 9/25/00 HARDSCAPE DETAILS L-300 6/30/00 1 9/25/00 LANDSCAPE PLAN L-301 6/30/00 1 9/25/00 LANDSCAPE PLAN L-302 6/30/00 1 9/25/00 _ LANDSCAPE QUAILS & PLANT LIST L-400 6/30/00 1 9/25/00 IRRIGATION PLAN & DETAILS L-401 6/30/00 1 9/25/00 IRRIGATION.PLAN L-500 6/30/00 1 9/25/00 LIGHTING PLAN L-501 6/30/00 1 9/25/00 LIGHTING PLAN t ,h t. r�,JIV� I1tJ' . II I � I.�I �— .�I ,I I � . .I .III � 1 , I ,II� I.I I �.I. I I : III .�I —LII . .� .�I I. � . I �.4 � 1.I I I. I -� I. II�. .. I'. .�II,.II _I .I� . , I I1� II1 . �I , .�.I 1. I.1'. I YY� VlJ," cTLQ N-1 .. `b R , c c u L CO - NC ITN, a A E UJ ., ., ,., ,.... T E PRESSURE .TREATEp IN AG.C,Q,RD ,. TIM ER AND PILINGS D r 1. ALL LU BER � r , F DETAILS 12 43 T BORNE, ',,. a 2AUJINC�S FOR SECTION. Ste_ _ - r1 VATIVE USED SHALL BE A UJA ER- CIVI -NG NE'E ' C 2 AND G 14. T .C- PRESER „ NCRET _ .WA K. ,SEE L E. A A STANDARD'S OF GURE3 AND/OR CO ...- _ l>JP . M F F WALL FAGS ,,•, . T K N FRO ACE O A A E I r✓ . I, i, ALL DIMENS ONS RE UAL. IN IAGCQRDANGI :. s `. r A TY OR C OR APPROVED ,EQ . —.� 1. F T. FOR FINISATIVE aU .N AS GG PE r :. . OTNERWI5E NOTED ON SH_E L .2f00 PRESER r A G 5 UNL�55 G N LE 3.. DE REE r F ROADS AT 9'D '. NT R INES O i r r / A 'S ANDARD 5. `. o N AIUP .. , . , ,:, ,. r - 11 TTIU 53 A D { N I TUJ 5 J AND ,., , .. ( Glrf..AT O S ' XfMATE LINE AND ALL RADLI � � JJITH FEDERAL aPE I I N5 A SHOWN FOR APPRO I• p F f AI L 2 L- 200 i PL. THE DIMENS o RED AN.SION JOINT SEE �c T U T ! U1fDE EVCP 2 GONS R C :2 T. r. T T ANSITIONS WITHOUT , \ NTINUOUS AND SHOO H R ..• ,.� � .: AND CUR rE5 ARE TO NAPE Co r-! I 5 f 05T ) a�{ALL BE GLEAN -PEELED fN' ACCORDANCE, IUITN • ABRUPT CHANGES OR BENDS. r- r I _ 2. ALL ROUND T(� ,BER P LE P S ",' 3 CONSTRUCT 1Vi' DEEP x -}/� WIDE CONTROL JOINT, SEE DETAIL 2, _ 200 . Q 2. r ITH C AR 10001p,.STRENC TN VALUE AS IN ASTM F,0555/,'. c A�J OC` . �1 ' , T� ^ IN PEGTED , AaTM D . Z� lU LE . M T F PAVING PILAS I FRS AND WALLS SHALL BE . 2. ALL FORMS AND ALIGN EN O . L I� M{ IMUM TATIVE PRIOR TO POURING �G rE A N Y HAN ICAP PARKING SPACE. F Y THE OWNER R�PRESEN I A RAMP FOR EVER D AND APPRO VED B NST UGT:,NAND G P F R UJITN 50UTNERI�I YELLOW PINE . 4,, GO (� s UMBER AND TIMBER SHALL B_ *2 AND BETTE , OF 4a.HOUR5 NOTICE). 3. AEI. L ': � INEER a DRAUING . � CA. ALL MATERIAL" Strom 5EI AIL ENCz fl N GRADING RULES. ALL PILINGS IN GROUND TO BE ,a0 G 1aU.W�et Robizic�ct IN�P�G •O •: F ^ N . '3 w1617 -'• A ING EE CIVIL ENGINEERS PLA 5 . 3. FOR 5lTE GR D S \ r O ND SHALL BE o0 CCA. >A REG; EQUIP. ABOVE aR U f QUIPMENT #CD50fDa BY MIF, CLE PLAY�ROUNp. E F - AND 5U35URFACE 5 k'kti0r ,�` (" ' 'fir 4• CONTRACTOR 51-IALL VERIF'�. LOCATION OF ALL 5UR AGrY . FACTURER5 SPECIFICATIONS. T THE . IN5TALL.PER MANU HALL BE 4-LOT-PIPPED GALVANISED. BOLTS SHALL MEE fax �9A7}8a175 ' UTILITIES PRIOR TO CONSTRUCTION. '' 4: ALL NARDIUARE S t BOLTS FOR STRUCTURAL 5eq, ,.: ' G,UIREMENTS OF ASTM SPECIFIGA, ION l-301 (NIGN,5TRENGTN TI >` ITH TH PLANAND ANY e T` MU GH,AS SUPPLIED BY ZEAGER NARDIUOOD RE .;, 5. THESE NOTES ,SMALL BE USED IN cQNJuNc o 1 W E ROVID AND INSTALL 12 OF WOOD GARFE L P E - T TY I AND POT -DIP GALVANIZED IN ACCORDANCE WITH ASTM HA E BROUGHT TO THE AT rENT!ON OF TrIE OWNER 5 T 5 REGOMME�NDATIONS. _ JOIN 5 , PE .'` , D15GREPANGIES S LL B co" IN MAITLAND, FL. l4O-I-14�0-a5121. INSTALL PAR C1ANUFAG URER . REPRESENTATIVE. SPECIFICATION A-153 (ZINC COATING NOT DIP ON IRON ANp-51EEL HARDWARE). k. , ^ r-- , I ' T M 5T CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND 51Tc �--� YBALL COURT. SEE DETAIL �� SHEET L -200, a. CONTRAC OR U I ' I SAND �OLLE . N 1TION5 BEFORE STARTING WORK. OWNER'S REPRESENTATIVE SHALL BE 5. NUTS SHALL MEET THE REQUfREMENTS OF ASTM SPECIFICATION A-563 (CARBON AND COD ALLOY STEEL;N�IrS�, CzRADE DH, AND NOT-pIPALvANIED IN ACCORDANCE KITH, I M IATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. -� TAI 14 5HEIET L-204. . NOTIFIED M ED ! `�J : FOOL 5HO,UER' 'SEE DE..;, ..L 45TM SPECIFIGATION A-153. r . . 1 N T WILLFULLY INSTALL OR CONSTRUCT ITEMS A5 SHOWN ON 0E DRAWINGS WHEN DO O r , ,. �-' C TAIL. #} SHEET L-204. - r ADc JIrFERENG�s OR AROUND POOL, SEE DEr H {CAN CLIPS AND OTHER .METAL HARDUJARE AND . IT I- OBVIOUS -IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GR g riLC11-I FENG� R �•• HABEEN CONSIDERED [�o ALLr NAILS, W 5HERS, URR E IM SIONS :. XIST THA r MIG! IT NOT rE IFFERENCES IN THE AREA D EN . D - , F T N 5 TO BE NOT -DIPPED C:ALVANIZED. . T IFFERENGES S�IouLD BE E3ROUGWT CO I +- A_ E. _R . !N THE ENGINEERING. SUCH OBSTRUC IONS OR D C IB DON DE:TAI^ I, L 204. . ! 5 IL/ 4` HIGH POOL GATE, A5 pE5 R E r F P c5cNTATI`VE. IN THE E VENT THIS NOTIFICAT ON I a T: IE ATTENTION Or THE OWNERS RE R ITl' FOR ANY TO BE FASTENED IUITN (2J GALV. lOd RING SNAN NAIL,S`OR 3" GALS/. It�r�a . NOT PERFORMED, THE CONTRACTOR SHALL AS, - FULL RESPONSIBLE -I, ALL DECKING IM>~N510N5 FINISHES AND DETAILS. , ING5 FOR R D , H OIST MIN.). REVISIONS NECESSARY. 11 POOL -SEE POOL ENGINEERS DRAJ 8 aDECK 5GREW AT EAC J . O10 BY DAL -TILE OR TILE 9 , I I F POOL COPING: 'AQUARIUM - -MORNING SURF P . r3ngim�,� Ie��en FoR sltn � . WALE Tl__ FOR ! . I M I A T O -___ __ �_ _ -- r +F / r Y MOWN SrTALL Bc CONSTRUCTED S L R L� y a. CONDITIONS No SPECIFIGAL_S Y POOL ENGINEER., - APPRO /ED B L UJOOD CONNECTIONS ARE TO BE BOLTED THROUGH.- a AL \ / M T RIALS. r• , o F TH SPECT rE 4 _ Y A -TILE ' - trtF DETAILS OR ERE 'r' ; r5i3a:�?ro�t3Ev; PER .,.�., c �, si ,- ` ':; , ,.: (UATERLINE 4 STAIRrT____EOR__POOL; DcNIM �CNo9 F3 D L ------, RIVEN WITH A VIBRATORY HAMMER OF OTHER APPROVED a 9: PILES ARE TC BE -D / / ON /ENT.IONAL .GAPS. lbi i�or): r, JEER CIS 1, Gr,'+.Y6 / xo �A3Q02) AND 2 xo (A4200) G I T UCTURE. ALL ' . AVAILABLE IN o T NVIRONMENT. T , 9. THE DRAWINGS AND SPECIFICATION'S REPRESENT THE FINSHE'S R ME [E1OD TO CAUSE MINIMAL IMPACT OR DAMAGE TO THEE , . u/19/D ') RF .`, ,PAR G, j,-* COr MEM 9 T5 5HORING ETC. 15 THE 50LE r�E5PON5f3ILITl' OF a LNG PATTERN ON . BRACING, TEMPORARY SUPPOf� 00 ENGINEER S pRAUJ!NGS FOR DETAIL AND GOR 1z POOL DECK• -SSE P L ., 71 F F C: ' HAR IUARE IN ACCORDANCE tUITN MANUFACTURERS SPEGIFIGATIONs. �b/30/C„ D,, co�15T Jcna` c'_,, ' T "E CONTRACTOR. OB5ERVATION VISITS TO I HE JOB SITE B� TH_ OWNERS � �{ ;10. INSTALL SIMPSOh AY CONCRETE W/ ROCK SALT FINISH. SE_E DETAIL 5/ L-20 1. r REPRESEN'tATIVE DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND GR FROM SITE DAILY. �! (9/29/00) RE/' D P�j? s7 r,cF2 ALL CUTOFFS AND 'SCRAPS ARc TO BE REMO lED FOR SAFETY CONDITIONS AT THE UJORK SITE. THESE V151TS SHALL NOT BE GON5TRUE.D T INFERIS DRAI�UINGS i3 SPOOL EQUIPMEN I AREA -SEE POOL ENG II ! ^ �GT!oNS. 0 MINUM MEMBERS ARE TO BE PAINTED IUITHAN ELEGTROSTATfG POUJDR . A'S CONTINUOUS AND DETA:_ED N'SP_ FOR EQUIPMENT LAYOUT. USE 2' DIAMTER.GRAVEL, WHIT' , W,45NED, 4 DEEP I}, ALL ALU U G PE��t . WITH FILTER FABRIC OVER COMPACTED SUBGRADE; U5E LANDSCAPE TIMBERS • COAT. COLOR TO 5' SELECTED BY OWNER. , ': O. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE F OF SERVICE AREA: DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAYBE CONSIDERED FOR OR EDGE I2.� THE CONTRACTOR 5HALL BE RESPONSIBLE FOR .VERIFYING` THE STRUG fURAL M TN OWNER HIS . u 5E PROVIDED PRIOR APPROVAL 15 OBTAINED FRo E INTEGRITY OF TI-{E DECK AND GAZEBO. THE GONTRAGTOR SHALL PROVIDE SHOP I \ I I ICA ' E GOVERNING CODE AUTHORITY. - I. • - , REPRESENTATI rE AND THE 4PP_ B__ DRAWINGS TO THE OUJNER THAT ARE SIGNED AND SEALED BY A LOCAL. STRUGTURA, l 2' X�2' GOLUMN5 W. GULTURED STONE VENEER. SEE DETAIL SHEET L-201. . [� - ENGINEER. 11. CONTRACTOR SHALL REFER TO SOfLS ENGINEER'S REPORT FOR PERCENTAGES • OF OI-PACTION REQUIRED FOR ALL CONCRETE FLATWORK AND FOOTING5' I A PARK GRILL i104 B'>' MIRACLE REG. EQUIP. c STAND RD 12. ALL CONSTRUCTION AND WORiKMANSNiP SHALL CONFORM TO THE CURRENT INSTALL PER MAN. SPEC. ' - . . , . , UNIFORM BUILDING CODE. to TRASH CONTAINER 01129 BY MIRACLE REC, EQUIP. ANCHOR TO, 13. ALL REFERENCES TO 'GRAY' CONCRETE SHALL MEAN NATURAL CONCRETE WITH SLAB. INSTALL PER MAN. SPEC, NO COLOR ADDITIVE. !� 6 pc PICN}C• I115 14. ALL CONCRETE WALKS SHALL NOT EXCEED A SLOPE OF 1:20, AND GROSS � 1 TABLE BY MIRACLE R:C. EQUIP EED 2'i,, iG THE 51DEWALK !NST�PER MAN. SPEC• SLOPES ON ALL CONCRETE SIDEWALKS SHALL NOT EX.- , DOES EXCEED TN15 SLOPE, ADA GOMF'L !ANT HANDICAP RAMPS WILL BE REQUIRED. . 18 NOT DI 15, ALL HANDICAP RAMPS SHALL NOT EXCEED A 1:12 SLOPE AND 544E L MEET ALL 1 ADA REQUIREMENTS FOR LANDINGS ANC HANDRAILS. 19 GUEST SECURITY KEYPAD, OWNER SPECIFIED. . 0 PROJECT fDENTIF!CQT!ON AT ROADSIDE E'4TRY. SEE SHEET L-201 . 2O.. . FOR DETAILS , ' 21 5 TALL ALUMINUM FENCE, SEE DETAIL 19, 5PEET L-200, c®NTRUCi"IC�N ABB�iVIATI�7NS . 22 RETAINING WALL. SEE ENGINEER'S PLANS 1=OR DETAILS. ; AL N _ ;r. E� EX AhSic� �c �.� 23 4' DECORATIVE WHITE PVC SCALLOPED PICi<ET FENCE BY KROY: . E0 %\. KOo. SEE DETAIL_ #a SHEET L -200. . - _ FFr N17- F. �iOR _ E'r` �J1 ITY ATE 4 GOLUMN15 W/ GULTURE5 STONE VENEER. SEE r F03 1-%C= CF 5 _ tiG 24 5E . ,G , Fow = : C_o= -� DETAIL F�;' L-201. :; MAX .X,M,Jr., . I . . y,, 2=; WOOD DECK, SEE. SHEETS L-202 $ L-204 FOR DETAILS. . MIN M ", �lY �� QE _PA ;_ pvr3 moo I'- o= BEG 1\,� I\,1 20 12 x 12 L` OOD GAZEBO, SEE SHEETS L-202 4 L-203 FOR DETA LS Pi Kam'- ~ _;�� �� 27 LANDSCAPE PLANTING AREA FIEF REFERS\CE _ �,^ . _ Y GONGRE E W/ BOMANITE STAMP 'RIVERSIDE rc��r To. J _ 2a 4 THICK GRA , 1n/ii�r�c' r C�� I 'F ENGH GRAY' AND 'SAND" N.ELEASE AGE.'; TS 15 I' . Y S_AT� �s� R PIS y, soc� �:-a oti � R" _,_ BOMANITE, REF R TO DETAIL 1, L-2�00. APARTMEN1S I. 2g 51 BLACK VINYL; COATED GNAINLINK FENCE . :,!��)' 17 . , , SANFORD FI. o LOBSTER POT5, AVAILABLE FROM NATIGAL FURN15k4IN65: ,60 NORTHWEST oOTN .. '> ��r . I .-, � � �.�I I II I. I.� - I� I. 1..I, . I .. .. .. I,.I 1I ,II I 1I. I.I..I1. .. �I I. .I1II . . 1,. - -II II -,.. . I . .,II1�. I�. I I ..,1 �1, I . .I .II .� ��- . �.I .! ";I. I I I..I .;�.I . .I I .I. I I I� �� .l'I II 1 ., .. I .I..i. I .� I L.... .. �.: ...1 .�.I-�.. 1I ,., I.I . ,� . 1 �. .I .� . . I �II��. .. ;. I� :.I .I I.I�I :.. I�II .. 4." II I 1. I .I �I.. ..I ! . 1I . Ir I. .. I . ,i I I 4I � I..I I � _.�.I 1.I . .1 �I, . . . .�..I .. . I ��I I�� . ;. .1I,r � . I ..II .I. I .I?. �I .I. . .I � ' . I I ; I, � � ,III.�I� II. 1.4 .�'.", ..�r I I . , I.I. .� I .1.I. ..I . I.I I . . .. . , ,I� 1 . . ..III I. , .. II. . I Ir.;. 4 I .� �I ..,� I , . . 0— I '..I . 'I ,I,I�. .- ... �.-. , .I-. '. ,.III.�I1.I'I 1I I -: " ". ': II . I. 1, .,"I I. ��I— 1 .I .I . 1.1. .... ,". '..Ie .I �. . . .. 1 .,;, ,�. :�,., . I ," ,,A�I 7�I ,":...II �­1% ­ -.I --�,�1_,",;_1�.1.I:-1�1I.", .7;.I�. "�.'II, 1l... '­.,:-,...,� �,�.�1.p-,1,.�..I�1lt`.t. .�,I"I,;!.... .I,,t­. .o� I, . l , I:,k,l'.,".­ . � I "� 11 , , -�I�."r I .1�I , ,­. ­l �. .,:1.,,�- ,'�I I 1�,�.,.,,1I . , ,�. I- ," , ._.1.­� ,1:�-.I1,. IN�-1.. �., .W!,L",�: .�� , ;'i"1.,�,�,I ;ir,I, 1,�.,:.Il,I'��%I...� ...I_'"1:,,�I �1' 5r. FT. I AUDERDALE, 1=L 33309 PHONE: °154/1-11-1100. CONTACT: JOHN CONNELLY -.-�--r. c r '-II P ) FIAKUSCAPF �F�IwI�I[ .�.'. ,r, ,�", .' .�,. *I.. ,1- .�-..'�,, �I, 1, -.7 ". I,I �;,'4r1'�I ,I� Ii� 1, ,I.. :�'1.I,�I '�,.,'. .:�,I1� ­.:.— -�..l­I�: "�.,�, � -!_-�"I...I�I "��, I,i�F .I. l '.�r_. .,,..'­l..��,�'��.:"1.� 1 *.., :II � ­l�`;,�1.I '.,.I I1�l"",I -.' .�.1I 1�,�.,".:!- ..1�I,. , .�..;�,1. I.�1:. .41I_ 1�, _. "'.. , . ,I 30' TALL YARDARM AND GAFF FIBERGLAE6 FLA POLE �f"IODc� _ 30�C , G FINISI-{' SCFIk1�1U1�° I AVAILABLE FROM Pk.P COMPOSITE TECNNOLOG {ES WG. 193 AIRPORT.RD., PO . . r - + [ `, BOX 9100,' FALL RIVER, MA , 027120 PHONE: a0a/324-a2/o2. • . .. — � ` �' ' r I n r C�RA�i�Ivl�'i R���F��I�cE� , RI\.ER.JCKS 4' DEPTH/ FfLTER E=AE3RIG S�PARATIO�,, SEE D>wTAfL 10, 32 2 - 3 - - - - '� „ I, 1_TI, � I -1/A7 C/ll ITI I C=C:Kl/'LJ A\/P lLII%.LIIIIAY1. DRAWING NUMHER DRAWING SCALE -- "IN6 TITLE ma DRAUJING TITLE i7 WAO'- , 7 10 r. I ME. t. 0 'Iw�m - Cr � , Q ii �� , . f ,,. ? II �� V. .. .... ....... F .. .. .. .. ... _... . Q..... NOTE: (6/1940) REY. PER GITY,.GOMENT6 TQI , PE 6NALL 5E fil>_t-p 1_ocATEp 50 14 LANp6CA CJ ..-. .., .... _• _, i I j � (6/30/00) 100� CON67i8JGTlOh1 DOC3 . 3 ,.:.._.., I T�hAT I�,QOE6 NOT CONFLICT WITH 6WALE6 — • , 13. E 5T I a, Y6 : , , 1 DRA(N9 pO,NOT PLANT 'IN WALE6. 3o PB �Q 2 _ (, j s , (9/'15/f401 FtEY16ED PER OLLNER 3 21 ,, _. 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Standard Plumbing Code 1997 ad. 4,_:ndard Mechanicai Code 107 ed. Naiional Electrical Code 1996 ad. See City Code AMENDMENTU FL. Acce,, jibifity Godes 1947 FL. Energy Code 1991 SAVIFonr) AUIWING DEBT. `}`CCF PLAN a'? REViE•fJL0 AND ChNUI'1IQh1At,l.1f CQNs' TFr� Fq}'•2 PF'fPtrlll A PErq'},11i' ISS;UFra SHALL QE; C9NS'rRl.1LU 'rO E3( A 1.,IGF-;h,l ;k I`C) FrZOc`}- :D 4VITkl rJii PIORK A�' (J(;)I A«', AUTH01-?IrY T`O VIOLATE wITI, CANc,FL AI,.' F'C2, f:)F2 ",UT ASI�DF ANY Or' 'THE PROVIa16)P!r 01" 'aIF `I'4 r; F.Ip.IIG'AL lwDDE= NOR SFIALl. ISSUANCr-- OF' A FaJ_FilYll"J` r�r2SVF(IT 'rrlL BUILDING rION FROP+1 'J'HF=fi'FAF'I'EF2 F2E;OUIRING A COF'2RF;C'• rION OF ERRORS ON 'rl-IL•' PLANS, CONSTRUC-FION OF? OTHER VIOLATIONS OF -rHE CODES. PINAL INSPECrioiN REQUIRED t REVISIONS BY ' PERMIT 5ET .5110/00 OWNER-' COMMENTS h/2�1 /00 QOHNER GOMMENT5 FOUNDATION PLAN NOTES: 1 SEE GENERAL NOTES ON SHEET S1.1. 2 SLAB ON GRADE IS 4" THICK CONCRETE REINFORCED WITH 6x6-W1.4xW1.4 WWF a/12/00 PLACED 1 1 /2" FROM THE TOP OF THE SLAB. TOP OF SLAB IS 0'-0" . THIS IS A REFERENCE ELEVATION ONLY. REFER TO THE CIVIL DRAWINGS FOR THE TRUE NGVD ELEVATION. 3 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 4 INDICATES 2x4 WOOD STUD WALLS. SHEATH WITH 7/16" O.S.B. FASTEN SHEATHING WITH 8d NAILS 6" O.C. AT SHEET EDGES AND o 8d NAILS O 12" O.C. IN FIELD. PROVIDE 2x BLOCKING AT ALL SHEET EDGES. USE SIMPSON HD2A HOLDOWN (OR EQUIVALENT) WITH DOUBLE STUDS EACH END OF WALLS AND AT EACH ., H SIDE OF EACH OPENING. E- L- Cq 5 VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. dam, 6 "C.J." INDICATES CONTROL JOINT. "I.J." a W b- INDICATES ISOLATION JOINT. co Yfe-,j co o �D w LO CO w m 7-7 a P-i L z w � a H�o ® CD W r Q C/O -� Q� 0 H 7 0 N �z wm • h n � - UIlX- nQ// uj o:c co O U LL1 LL1 N 1 ` I I I a 01 1 4 POST � I \ 4X WOOD POST I I 2 — 1 .� 14'-9' r �D PO � B `� �, ED K FLOOR 4,07 + a OORI FIR b FOUNDATION am TE FOUNDATION A U I'-6' X I'-6' CONT.THICKIlESS BLAB EDGE W/(3) 05 CONT. H.M. W/24' X 24' LOUVER ►fir■®■�■■■■■■■■■■■■�■■ s ■ • I■ ■ ■I�►�--. ow�/■■I■ �i■I■■■► I ��■ r- N 15' 2 INTEfRlOfR� m 42' MIN. CLE/ ELEVATION a 1. WORK AREA: 108.8 PROVIDE SEALED CONCRETE FLOOR WITH 3/8' SKIM COAT STUCCO WALLS' PAINTED. 1�0800.J CEILING TO BE 5/8' GYP. BOARD PAINTED. 2.RE6TROOm: 11d800.N WIDE 45 CERAMIC TILE W4INSCOT OVER 2Xb FRAME WALL. FLOOR TO BE VINYL FILE WITH CERAMIC TILE BASE. WALLS AND CEILING TO BE SKIM COAT STUCCO WITH SEMI —GLOSS PAINT. 2X8 0 IV O.C. 2X8 BLOCKING (2)12d GALVANIZED END NAILS OR (4)12d GALVANIZED TOE NAILS SCALE: 1/4 - : w -. ., .., .� :- �n -. �:.. :. :":. •. x' :':: �.�..'�, '. , ry.,, is ''z 1 r� 7 t- j. e, r :REV15lON5Y '.' :'' p lu"/ .I .T T 11 Is 1 4+ 11'%11 1 ^ wu "- w w. "-- — — — — . ._ �l 06131.A 6X6 POST. SEE STRJCTURAL. . Q 1 ►----+ O CD L.L 06131.8 4X6 POST. SEE STRUCTURAL.o Y � � � J ,� 03300M ID6300.J 1/ib' 065 SHEATHING. 01 DIVISION 01 - THERMAL AND MOISTURE ° � �Q q..W y• PROTECTION W `'' a \ Z I-- o u c� o z mot' n `� - �— — - ID1210.A F15ERGLA55 5ATT INSULATION R-30 Q r--� o o �• 01210B FIBERSLA55 5ATT INSULATION R-19 a w 4 EMI F-. 01311.A GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/ INSECT SCREEN Q !' _ L PAINT TO MATCH ROOF. z a 01413.5 METAL FLASHING IATION (5EE 6TRUCTURAL C)PAWIN( W 01413.G PAINTED METAL DRIP EDGE. & 0141314 COUNTEi4LASHING . o 01413K 15 0 FELT UNDERLAYMENI'. z a0 014+60A WRAP 2X FASCIA W/ALUM. , a. 0153IDF WITH DOUBLE SEND ON FACE. o Q °s p 101311A 01460.5 BUILDING WRAP .TYVEK OR EQUAL. o (COVER ALL EXTERIOR SHEATHING). 01413.8 W F 0�530� 230 0 CLASS A MILDEW RESISTANT . ; 01413.H LE R00FING. N2 01413K . • : 1600.5 8' FI5ER CEMENT 6HAKE6, PAINTED } Q vi 06100�Cs , 2 w ' ID160(D.G 5' FOER CEMENT 61DING, 4 � g 'COUNTRY ROUGHSAWN' TEXTURE, ' PAINTED. • 06300.J - 10 . W� 1 01 0 . GUTTERS AND DOWNSPOUTS. ' oN ® 0"' kw� N It 01120.A PERFORATED ALUM. OR'VINYL SOFFIT. L ' SCALE: 1': 1'-0' 2X8 I6 D.C. 01VOA CONTINUOUS SEALANT. _ to �r'�/ �11 16D RING SHANK (2) 2X12 EACH 08 DIVISION +8 - DOOR ANIP'WINDOWS W ...... , SIDE OF COL. . Ll 08110 A HOLLOW METAL FLUSH DOOR W/LOUVER IL W 09 DIVISION 09 - FINISHES a W J 09220,C 3/8' MAGNA WALL STUCCO ON PAPER I s -�NAILING oBACKED METAL LATH. SAD FINISH. I I WW I C� SCALE- 1': I'-0' ID9220.1 WEEP SCREED. 0 8 ocn 1/2'DIA. BOLTS 09260A In' GYPSUM BOARD W W EL 061®0.1 a LL ID6131.8 i 1 09260.L 3-1/2' WOOD STUD FRAMING. W LL o DRAYVN — D J ° El w ¢ GHEGKED GffmL NOTESo DPP 016ID0 (2) 2XI2 W 0 DATE 4 3-10-0ID N 1. GARAGE DOORS SHALL 5E CAPABLE OF V) ° 5GALE 016®0 WITHSTANDING WIND PRESSURES OF POSITIVE j o AS NOTED 33 PSF AND NEGATIVE 31 PSF. THE ASSEMBLY m 5 doe No. 4 X6 (IN WALL) SHALL BE TESTED FOR A TIME PERIOD EQUAL N 00-005 OR 6X6 I TO 36ID0 SECONDS DIVIDED BY 100 MILES SHEET PER HOUR. THE PERIOD TESTING SHALL INCLUDE t ?UWALL NN C i ION ( .� A 10 SECOND PERIOD AT A L0�4D EG�UAL TO�.�., EAM �® C® 15 TIMES THE DESIGN PRESSURE.a. g SCALE: I': 1'—/T1 �� W } Is O r W Yuj ll O DRAWN,,,.. -) J.N. v e •. GHEGKED i DATE o o1-31-00 50ALE 1/49 - 11- 01 JOB NO. 00 - 05 0 5PIEET F• CE392 a} FAN SCHEDULE FAN MOTOR EQUAL. TO CFM E.S.P. (IN.) DRIVE` RPM HP (WATTS] V/ MFG. MODEL: MARK SERVICE TYPE NOTES EF-I TOILET ROOM CEILING 125 0.25 DIRECT 1090 (50] 120/1 LOREN COOK GC-320 (1)(2)(3)(4)(5) EF-2 WORK AREA • WALL PROP 1260 0.25 DIRECT 581 0.175 120/1 LOREN COOK 24SP101) (1)(2)(3)(6) NOTES; 1 PROVIDE DISCONNECT SWITCH MOUNTED AT THE UNIT. 2 PROVIDE WITH BACKDRAFT DAMPER. 3 PROVIDE WITH SOLID STATE VARIABLE SPEED CONTROLLER MOUNTED AT THE UNIT. 4 A. 5 FAN SHALL BE CONTROLLED VIA LIGHT SWITCH WITH 10 MINUTE TIME DELAY, PROVIDE TIME DELAY SWITCH. PROVIDE WITH ROOF DISCHARGE CAP. PRIME AND PAINT TO MATCH ADJACENT SURFACES. 6 FAN SHALL BE THERMOSTAT CONTROLLED. �,,; h , ti _ _ i _ _ ,. ,° �. .. . ;. _ _ ., ,,. �_ ,. -. � , , .. rt e ,. FA ..'- C t iJ" vV6 k-c-,—�VL e v r-5 A-b r� G FINAL INSPEv' . ! J, :,'QUIREO SANFORD WALOING DEPT THESE PLANS <.Rc RE"IE4`!'"D AND CON DITIONALL`( ACCEPTED FOF? P:1:RfAIT. A PERMIT ISSUED .SHALL 17 CONSTRUED TO rat= 1, LIC1_'NSE TO PROCEL) WITH THE. WORK AND iN0'f AS AUTHORITY TC) VIOI_ATr, CANCEL. ALTER, OR SET ASIDE ANY OF Ti-ir PROVISIONS Or 1"I= TEC>-INICAL CODFi'" NOR SHA_ L ISSUANCE OF A PERMIT PREEVFNT i.,;: BLIILD:r�G DEPT FROh9 'rHF'_REAFrG-R `?EQUIRING A CO,7pr-;- TION OF ERROv?c ,,�p,l THE PLANS. CONSTRUCTION OR OTHER VIOL_,,, IlO d5 Or THE COD[.-S. A - T�4 �. ` ..j' ... t+ AC(E 131 11`3 .nF (...ODDE)" MUST M"E1"FLC—)RJDA City of Sanford Model Codes in effect: Standard Building Code '1997 fad. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Cc:7 : ; 9) 6 cad. See City Code AM�LENDilIf---:'TFS FL. Accessibility Cods• '1997 FL. Energy Code 1997 j I FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL WATTS LAMPS MOUNTING NO. WATTS TYPE A FLUORESCENT WRAP AROUND FIXTURE. PROVIDE ENERGY SAVING BALLAST. PROGRESS P7186-30ES 70 2 32 F32TO SURFACE B WHITE 8' DRUM. PROGRESS P3408-30 60 1 60' A-19 SURFACE C WALL MOUNTED GLOBE FIXTURE PROGRESS 3605-30 60 1 60 A-19 SURFACE D CHROME BATHROOM BEAUTY BAR. PROGRESS P3298-15 240 4 60 G25 WALL E NOT USED F FLUORESCENT GLOBE FIXTURE. PROGRESS P3622-31 35 2 13 PL `SURFACE G ALL WHITE, 42' CEIUNG PADDLE FAN WITH LIGHT KIT. SWITCH LIGHT AND FAN SEPARATELY. HAMPTON BAY 'GRAYTON* #390-856 OR EQUAL AS SELECTED BY OWNER 150 1 75 A-19 SURFACE H WALL MOUNTED GLOBE FIXTURE WITH PULL CHAIN PROGRESS 3605-30SW 60 1 60 A-19 SURFACE NOTES: PANEL A LOCATION UTILITY ROOM SERVICE RATING 120/24OV-10--3W 100A (MLO) MINIMUM BREAKER AIC 10,006 MOUNTING FLUSH LOAD DESCRIPTION BKR KVA CKT. N0. KVA BKR LOAD DESCRIPTION TRIP POLES ?A ?B ?A ?B TRIP POLES WATER HEATER CONTROLS 20 1 0.50 1 2 1.00 20 1 1 AHU CONTROLS DRYER CONTROLS 20 1 0.50 3 4 0.50 20 1 SMOKE DETECTORS KITCHEN APPLIANCE 20 1 0.54 5 6 1.10 15 2 AHU COND UNIT KITCHEN APPLIANCE 20 1 0.36 7 8 1.10 - - - BEDROOM RECEPT 15 1 0.90 9 10 1.20 20 1 REFRIG LIGHTS AND EXHAUST FAN 15 1 1.01 11 12 1.20 20 1 DISHWASHER BATHROOM RECEPT 20 1 0.18 13 14 1.00 20 1 DISPOSAL WASHER 20 1 1.00 1516 1.20 20 1 MICROWAVE/HOOD LIVING ROOM RECEPT 15 1 0.72 17 18 - 20 1 - - 20 1 - 19 20 - 20 1 - - 20 1 - 2122 - 20 1 - - 20 1 - 23 24 - 20 "1 - - 20 1 - 25 26 - 20 1 - - 20 1 - 27 28 - 20 1 _ - - 20 1 291301 - 20 1 - -� TOTALS -I - ><I - - NOTES: EQUIP WITH HANDLE LOCK TANDEM BREAKERS NOT ACCEPTABLE FOR LOADS REFER TO UNIT LOAD CALC THIS SHEET. A PANEL B LOCATION UTILITY ROOM SERVICE RATING 120/24OV-10-3W 1ODA (MLO) MINIMUM BREAKER AIC 10,000 MOUNTING FLUSH LOAD DESCRIPTION BKR KVA CKT, NO. KVA BKR LOAD DESCRIPTION ` TRIP POLES ?A ?B ?A TRIP POLES WATER HEATER CONTROLS 20 1 0.50 1 2 1.00 _?B 20 1 AHU CONTROLS DRYER CONTROLS 20 1 0.50 3 4 0.50 20 1 SMOKE DETECTORS KITCHEN APPLIANCE 20 1 0.64 5 6 1.37 20 2 AHU COND UNIT KITCHEN APPLIANCE 20 1 0.36 7 8 1.37 - - - LIGHTS AND EXHAUST BED 1 15 1 1.01 9 10 1.20 20 1 REFRIG LIGHTS AND EXHAUST (BED 2) 15 1 0.70 11 12 1.20 20 1 DISHWASHER BATHROOM RECEPT 20 1 0.36 113 14 1.00 20 1 DISPOSAL WASHER 20 1 1.00 1516 1.20 20 1 MICROWAVE/HOOD LIVING ROOM RECEPT 15 1 0.72 17 18 0.90 15 1 BEDROOM RECEPT 2 BEDROOM RECEPT 1 15 1 0.90 19 20 - 20 1 - - 20 1 - 21 22 - 20 1 - - 20 1 - 23 24 - 20 1 - 20 1 - 25 - 20 1. - - 20 1 - 27 r28 - 20 1 - 20 1 29 - 20 1 - TOTALS - - - - NOTES: ' EQUIP WITH HANDLE LOCK TANDEM BREAKERS NOT ACCEPTABLE FOR LOADS REFER TO UNIT LOAD CALC THIS SHEET. ELECTRICAL SYMBOLS LEGEND ® FLUORESCENT FIXTURE, CEILING MOUNTED O LIGHTING FIXTURE, CEILING MOUNTED D LIGHTING FIXTURE, WALL MOUNTED s SINGLE POLE SWITCH, MOUNTED 48" AFF UNLESS NOTED DUPLEX RECEPTACLE, MOUNTED 18" -AFF UNLESS NOTE[) :@ DENOTES GROUND FAULT INTERRUPTER, FEED- THRU TYPE :0 DENOTES HALF -SWITCHED, MOUNTED 18" AFF UNLESS NOTED -e SIMPLEX RECEPTACLE ♦ TELEPHONE OUTLET, MOUNTED AT 18" AFF UNLESS NOTED TV OUTLET, MOUNTED AT 18" AFF UNLESS NOTED a DISCONNECT SWITCH m JUNCTION BOX, CEILING MOUNTED SMOKE DETECTOR, S=SINGLE STATION. AC POWERED g EXHAUST FAN WITH INTEGRAL SIGNAL NOTE: ELECTRICAL OUTLET BOXES LOCATED ON OPPOSITE SIDES OF RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY 24" HORIZONTALLY, MINIMUM. ABBREVIATIONS AC MOUNTED ABOVE COUNTER AND BACK SPLASH DN DOWN GND GROUND JB JUNCTION BOX NIC NOT IN CONTRACT NTS NOT TO SCALE P POLE WP DEVICE `WIRED FOR PROTECTION BY UPSTREAM GA GFCI GROUND FAULT CIRCUIT INTERRUPTER ELECTRICAL FLOOR PLAN -UNIT B SCALE: v,'-r-o" s,. cq N +Y ul C\2 "'I .--1 a ►,-� ►►-� Q' U7 co P-4 a : co � �, ,:;,:. • ;:, � ,,, -: , . ..:. a ,ram , - .��.! s ' , PANEL D LOCATION UTILITY ROOM SERVICE RATING 120/24OV-1 0-3W IOOA (MLO) MINIMUM BREAKER AIC 10,000 MOUNTING FLUSH LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES ?A ?B ?A ?B TRIP POLES WATER HEATER CONTROLS 20 1 1 2.25 11 2 1.00 20 1 AHU CONTROLS DRYER CONTROLS 20 1 2.25 31 4 0.50 20 1 SMOKE DETECTORS KITCHEN APPUANCE 20 1 0.54 5 6 1.37 20 2 AHU COND UNIT KITCHEN APPUANCE 20 1 0.36 7 8 1.37 - - - LIGHTS AND EXHAUST BED 1)- 15 1 1.01 9 10 1.20 20 1 REFRIG LIGHTS AND EXHAUST BED 2&3 15 1 1.35 11 12 1.20 20 1 DISHWASHER BATHROOM RECEPT 20 1. 0.64 13 141 1.00 20 1 DISPOSAL WASHER 20 1 1.00 1516 1.20 20 1 MICROWAVE,6400D LIVING ROOM RECEPT 15 1 0.72 17 18 0.90 20 1 BEDROOM RECEPT 2 BEDROOM RECEPT 1 15 1 0.90 19 20 0.90 20 1 BEDROOM RECEPT 3 20 1 - 21 22 0.90 20 1 BEDROOM RECEPT 4 - 20 1 - 231241 - 20 1 - 20 1 - 25 26 - 20 1 - 20 1 - 27 28 - 20 1 - - 120 1 29 30 - 20 1 TOTALS - - - - NOTES: ' EQUIP WITH HANDLE LOCK TANDEM BREAKERS NOT ACCEPTABLE FOR LOADS REFER TO UNII LUAU (:ALU IHIS SHttl. PANEL C LOCATION UTILITY ROOM SERVICE RATING 120/24OV-10-3w IOOA (MLO) , ... -- MINIMUM BREAKER AIG ' - 10,000A - MOUNTING I FLUSH I LOAD DESCRIPTION BKR KVA CKT, NO. KVA bKR LOAD DESCRIPTION i TRIP POLES ?A ?B ?A ?B TRIP POLES WATER HEATER CONTROLS 20 1 0.50 1 2 1.00 20 1. AHU CONTROLS DRYER CONTROLS 20 1 0.50 3 4 0.50 20 1 SMOKE DETECTORS KITCHEN APPLIANCE 20 1 0.54 5 6 1.37 20 2 AHU COND UNIT , KITCHEN APPLIANCE 20 1 0.36 7 8 1.37 - - LIGHTS AND EXHAUST BED 1 15 1 1.01 9 10 1.20 20 1 REFRIG LIGHTS AND EXHAUST BED 2&3 15 1 0.85 11 12 1.20 20 1 DISHWASHER , BATHROOM RECEPT 20 1 1 0.36 13114, 1.00 20 1 DISPOSAL WASHER 20 1 1.00 15 161 1.20 1 20 1 MICROWAVE/HOOD LIVING ROOM RECEPT 15 1 0.72 17 181 0.90 20 1 BEDROOM RECEPT 2 BEDROOM RECEPT 1 15 1 0.90 19 201 0.90 20 1 BEDROOM RECEPT 3 - 20 1 - 2122 - 20 1 - - 20 1 23 24 - 20 1 - 20 1 - 25 26 - 20 1 - 20 1 - 27 28 - 20 1 - - 20 1 29 30 - 20 1 - TOTALS - - - - NOTES: EQUIP WITH HANDLE LOCK TANDEM BREAKERS NOT ACCEPTABLE --- 1 N _ 1 1 11 V 1 Y- V L:J - - a1 PROVIDE JUNTION BOX ON WALL AT CEILING FOR FUTURE METERING DEVICE. PROVIDE I'C FROM EACH JB TO BLDG. TELEPHONE PANEL. FAN/ HOOD CONNECTION MOUNT 60"AFF �3 GARBAGE DISPOSAL CONNECTION DISHWASHER CONNECTION CONTRACTOR SHALL PROVIDE A TWO POLE, SINGLE PHASE, 20 =' a AMP LOCKABLE, MANUAL CONTACTOR WALL SWITCH, FOR DISCONNECTING MEANS OF NEW AIR HANDLER. CONTRACTOR SHALL LOCATE SWITCH ABOVE DOOR. CONTRACTOR SHALL ALSO COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. ALL HARDWARE AND ACCESSORIES SHALL BE PROVIDED FOR A COMPLETE AND OPERABLE SYSTEM. n6 I CIRCUIT TO HOUSE PANEL. W COMMTINT►Q EAAGNEEfj i co ;l P, E4 Q, .� w 4 3 3T-,r-11R- 1. r -- 3 I-- (TYPICAL) 0 0 0. 0 O Cl m C] METER METER � METER METER 0 0 0 0 O O 17-1 METER METER METER METER 0 0 0 0 0 p p CI METER METER ,f METER METER 00,. 00 RSP 0 O METER METER METER METER �3/0 (CU) G REFER TO SERVICE CALCULATION PROVIDE ELECTRODES PER N.E.C. 250-81 F 2 -- (TYPICAL) 0 0 0 0 METER METER � METER METER 0 0 0 0 0 0 O CJ METER METER METER METER 0 0 0 0 LO CI O O METER METER 1� METER METER 0 0 0 0 0 O Fs-pl p Cl METER METER METER METER �3/0 (CU) G REFER TO SERVICE CALCULATION PROVIDE ELECTRODES PER N.E.C. 250-81 F ELECTRICAL RISER - BUILDING TYPE 1 ELECTRICAL RISER - BUILDING TYPE 2 SERVICE CALCULATIONS - BLDG. TYPE 1 RI_m WING TYPE 1. UNIT LOAD(W) BUILDING LOAD(W) CODE RULE PHASE NEUTRAL PHASE NEUTRAL �o-30 I, �,AD DESCRIPTION OTHER LOAD UNIT TYPE A 4 14082 12189 56328 48756 UNIT TYPE A2 4 1422.9 12336 56916 49344 UNIT TYPE B 4 15544 13110 62176 52440 UNIT TYPE B2 4 15691 13257 62764 53028 UNIT TYPE C 0 16657 13041 0 0 UNIT TYPE C2 0 168U4 13788 0 0 UNIT TYPE D 0 17575 14559 0 0 UNIT TYPE D2 0 1772E 14712 0 0 HOUSE PANEL 1 8500 6500 65M 6500 220-30 LARGER OF HEATNG OR AIR CONDITIONING AIR COND. UNIT TYPE A 4 1893 0 7572 0 0 UNIT TYPE A2 4 1893 0 7572 UNIT TYPE B 4 2434 0 9736 0 UNIT TYPE 02 4 2434 0 9736 0 UNIT TYPE C 0 3016 0 0 0 UNIT TYPE C2 0 3016 0 0 0 UNIT TYPE D 0 3015 0 0 0 UNIT TYPE D2 0 3016 0 0 0 HOUSE PANEL 1 TOTAL 17 281300 212068 APPLICATION OF DEMAND FACTOR UNITS 0.39 109707 82707 17 DEMAND FACTOR TABLE 220-32 SELECTION OF SERVICE EQUIPMENT AMPERES 1. SERVICE RATING 109707 /240V (1 PHASE) 457 PHASE 82706.52 /240V (1 PHASE) 345 NEUTRAL 2. SERVICE ENTRANCE CONDUCTORS: COPPER: (2)j4/OAWG,/PHASE & (2)j2/OAWG,/NEUTRAL ALUMINUM: (2) 250 KMCM,/PHASE & (2)/2/OAWG,/NEUTRAL 3. OVERCURRENT PROTECTIVE DEVICE AND DISCONNECT: USE 600A. OVERCURRENT WITH 500A. OVERCURRENT PROTECTIVE SERVICE CALCULATIONS'- BLDG. TYPE 3 Hlm DING TYPE 3 UNIT LOAD(W) BUILDING LOAD(W) PHASE NEUTRAL PHASE NEUTRAL 220-30 LOAD KXB1P110N OTHER LOAD UNIT TYPE A 0 14082 12189 0 0 UNIT TYPE A2 0 14229 12336 0 0 UNIT TYPE B 0 15544 13110 0 0 UNIT TYPE B2 0 15691 13257 0 0 UNIT TYPE C B 16657 13641 133256 109128 UNIT TYPE C2 6 16804 13788 134432 110304 UNIT TYPE D 0 17575 14559 0 0 UNIT TYPE D2 0 17728 14712 0 0 HOUSE PANEL 1 8500 8500 8500 8500 220-30 LARGER OF HEATNG OR AIR CONDITIONING AIR COND. UNIT TYPE A 0 1893 0 0 0 0 0 UNIT TYPE A2 0 1893 0 0 UNIT TYPE B 0 2434 0 0 0 UNIT TYPE 92 0 2434 0 0 UNIT TYPE C 8 3016 0 24128 0 UNIT TYPE C2 8 3015 0 24128 0 UNIT TYPE D 0 3016 0 0 0 UNIT TYPE D2 0 3016 0 0 0 HOUSE PANEL 1 TOTAL 17 324444 227932 APPLICATION OF DEMAND FACTOR UNITS 17 DEMAND FACTOR 0.38 126533 88883 TABLE 22D-32 SELECTION OF SERVICE EQUIPMENT AMPERES 1. SERVICE RATING 1265,M.16 /240V 0 PHASE) 527 PHASE 88893.48 /240V (1 PHASE) 370 NEUTRAL Z SERVICE ENTRANCE CONDUCTORS PHASE HASE � (2)jj3/OAWK/�NEURAAIL AALLUU�M`2(2)J50KMCM� 3. OVERCURRENT PROTECTIVE DEVICE AND DISCONNECT: USE 600A. OVERCURRENT WITH 600A. OVERCURRENT PROTECTIVE 0 0 0 0 0 0 0 METER METER METER METER 0 0 0 0 0 0 0 0 METER METER METER METER 0.0 0 0 0 0 METER METER METER METER 0 0 0 0 Cl Cl Mp O Cl METER METER METER METER v 0 0 METER 350 METER O O o METER METER 0 0 0 0 METER 1! METER O o 0 El 0 METER METER i I� I• , [ . r • UNIT A UNIT SERVICE CALCULATION ATION --PER NEC ART, 220-30 PHASE NEUTRAL ARL220-11 GENERAL LIGHTING 716 SCO. 3 2154 2154 ART.22016(a) APPLIANCE CKM 2 EA. 1500 3000 3000 ArL220-16(b) LAUNDRY CKT. 1 EA. 1500 1500 1500 ART.220-17 DISPOSAL CKT. 1 EA. 1000 1000 1000 ML220-30(bX3) RANGE 1 EA. 0 0 0 ART.220-17 DISHWASHER 1 EA. 12DO 1200 1200 ART.220-17 MICROWAVE 1 EA. 12W 1200 1200 ARL220-17 REFRIGERATOR 1 EA. 1200 1200 12W MT.220-17 WATER HEALER 1 EA. GAS 0 MT.220-18 CLOTHES DRYER 1 EA. GAS 0 0 ARL220-14 AHU (MOTOR) 1 EA. 830 ON 830 ART.22D-14 BATHROOM EXH.(MTR) 1 EA. 105 105 105 TOTAL 12189 12189 MT,220-21 LARGER OF HEAT OR A/C OR HEAT PUMP HEATPUMP- NO AIR COND. 1 EA 1893 HEAT (W) 1 EA. GAS 1893 TOTAL CONNECTED 140B2 12189 ARL220-30 1ST.IOKW 0100% 10000 10000 REMAINDER 0407E 1633 876 TOTAL 11633 10876 SERVICE: AMPS 0 24OV, 1 PHASE 48.5 45.32 FEEDER: COPPER f4 AWO ALUMINUM 12 AWG BREAKER: 100AMP/2PCLE UNIT C UNIT SERVICE CALCULATION - PER NEC ART, 224-30 PHASE NEUTRAL ART.220-11 GENERAL LIGHTING 1167 SQ.FT. 3 3501 3501 AtL22016(a) APPLIANCE CKTS. 2 EA 1600 3000 3000 Art220-16(b) LAUNDRY CKT. I EA. 1500 1500 1500 ML220-17 DISPOSAL. CKT. 1 EA. 1000 1000 1000 ML220-30(b)(3) RANGE 1 EA. 0 0 0 ML220-17 DISHWASHER 1 EA 1200 1200 1200 ML220-17 MICROWAVE 1 EA 1200 1200 1200 ML220-17 REFRIGERATOR 1 EA. 1200 1200 12W MT.220-17 WATER HEATER 1 EA GAS 0 ML220-18 CLOTHES DRYER 1 EA. GAS 0 0 ML220-14 MU (MOTOR) 1 EA. B30 830 830 MT.220-14 BATHROOM EXH.(MTR) 2 EA 105 210 210 TOTAL 13641 13641 ML22D-21 LARGER OF HEAT OR A/C OR HEAT PUMP HEATPUMP- NO AIR COND. 1 EA. 3018 HEAT (W) 1 EA. GAS 3016 TOTAL CONNECTED 16657 13641 MT.220-30 1ST. IOKW 01001E 10000 10000 REMAINDER 0407E 2563 1456 TOTAL 12663 11456 SERVICE: AMPS 0 24OV, 1 PHASE 528 47.74 FEEDER: COPPER /4 AWO ALUMINUM /2 AWG BREAKER: 10OAMP/2POLE UNIT A2 TWIT SERVICE CALCULATION - PER NEC ART• M-30_ PHASE NEUTRAL ART.220-11 GENERAL LIGHTING 767 SQ.FT. 3 2301 2301 ART.22016(a) APPLIANCE CKTS. 2 EA. 1500 3000 3000 ArL220-16(b) LAUNDRY CKT, 1 EA. 15W 15W 1600 ART.220-17 DISPOSAL CKT. 1 EA. 1000 1000 1000 ARL220-30(bX3) RANGE 1 EA. 0 0 0 ART.220-17 DISHWASHER 1 EA. 1200 1200 12W ART.220-17 MICROWAVE 1 EA. 1200 1200 12W ART.220-17 REFRIGERATOR 1 EA. 1200 12W 1200 ART.220-17 WATER HEATER 1 EA. GAS 0 0 ART.220-18 CLOTHES DRYER 1 EA. GAS 0 830 830 ART.220-14 AHU (MOTOR) 1 EA. 830 105 105 ART.220-14 BATHROOM EXH.(MTR) 1 EA. 105 TOTAL 12336 12336 ARL220-21 LARGER OF HEAT OR A/C OR HEAT PUMP HEATPUMP- NO AIR COND, 1 EA. IBM HEAT (W) 1 EA. GAS 1893 TOTAL CONNECTED 14229 121M ARL220-30 1ST. I0KW 0100X 10000 10000 REMAINDER 040X 1692 934 TOTAL 11692 10934 SERVICE: AMPS 0 240V, 1 PHASE 48.7 45.56 FEEDER. COPPER j4 AWG ALUMINUM /2 AWG BREAKER: IOOAMP/2POLE UNIT C2 UNIT SERVICE CALCULATION - PER NEC ART, 220-34 PHASE NEU-1RAL. ART.220-11 GENERAL LIGHTING 1216 500. 3 3648 3848 ART.22016(a) APPLIANCE CKTS. 2 EA. 1500 3000 3000 ArL220-16(b) LAUNDRY CKT. I EA. 1500 1500 15W ART.220-17 DISPOSAL CKT, 1 EA. 1000 1000 1000 ART.220-30(bM RANGE 1 EA. 0 0 0 MT.220-17 DISHWASHER 1 EA. 1200 1200 1200 MT.220-17 MICROWAVE 1 EA. 1200 1200 1200 ML220-17 REFRIGERATOR 1 EA. 1200 1200 1200 ART.220-17 WATER HEATER 1 EA. GAS 0 AR L220-18 CLOTHES DRYER 1 EA. GAS 0 0 830 MT.220-14 AHU (MOTOR) 1 EA. 830 830 ART.220-14 BATHROOM E)H.(MTR) 2 EA. 105 210 210 TOTAL 13788 13788 ART•220-21 LARGER Of HEAT OR A/C OR HEAT PUMP HEATPUMP- NO AR COND. 1 EA. 3016 HEAT (W) 1 EA. GAS 3016 TOTAL CONNECTED 16804 13788 ARL220-30 IST.ICKW 0100% 10000 10000 REMAINDER 040X 2722 1515 TOTAL 12722 11515 SERVICE: AMPS 0 240V, 1 PHASE 53.0 47.98 FEEDER: COPPER 14 AWG ALUMINUM 12 AWG BREAKER: 100AMP/2POLE UNIT B SNIT SERA r.Al flA AT1pN -PER NEC ART, 220-30 PHASE NEUTRAL AR1220-11 GENERAL LIGHTING 990 SQ.FT. 3 ' 2970 2970 AR122016(a) APPLIANCE CIM 2 EA. 1500 3000 ROO Art.220-16(b) LAUNDRY CKT. 1 EA. 1500 15W 1500 ART.220-17 DISPOSAL CKT. 1 EA. 1000 1000 1000 ART.220-30(b)(3) RANGE 1 EA. 0 0 0 ART.220-17 DISHWASHER 1 EA. 1200 1200 1200 ART.220-17 MICROWAVE 1 EA. 1200 1200 1200 ART.220-17 REFRIGERATOR 1 EA. 1200 1200 1200 ART.220-17 WATER HEATER 1 EA. GAS 0 ART,22G-18 CLOTHES DRYER i EA. GAS 0 0 MT.220-14 AHU (MOTOR) 1 EA. 830 030 630, ART.220-14 BATHROOM EXH.(MTR) 2 EA. 105 210 210 TOTAL 13110 13110 M1.220-21 LARGER OF HEAT OR A/C OR HEAT PUMP HEATPUMP- NO AIR COND. 1 EA. 2434 HEAT (W) i EA. GAS 2434 TOTAL CONNECTED 15544 13110 MT.220-30 1ST.1OKW 0100% 10000 10000 REMAINDER 040% 2218 1244 TOTAL 12218 11244 SERVICE: AMPS 0 24OV, 1 PHASE 50.9 46.85 FEEDER: COPPER #4 AWG ALUMINUM 12 AWG BREAKER: 100AMP/2POLE UNIT D UNIT SERVICE CALCULATION - PER NEC ART. 220-30 PHASE NEUTRAL M1220-11 GENERAL LIGHTING 1438 SQ.FT. 3 4314 4314 M7.22016(a) APPLIANCE CKTS. 2 EA. 15W 3000 3000 ArL220-16(b) LAUNDRY CKL 1 EA. 1500 1500 1500 MT.220-17 DISPOSAL CKT. 1 EA. 1000 1000 1000 MT.220-30(b)(3) RANGE 1 • EA. 0 0 0 MT.220-17 DISHWASHER 1 EA. 1200 1200 1200 MT.220-17 MICROWAVE 1 EA. 1200 1200 1200 MT.220-17 REFRIGERATOR 1 EA. 1200 1200 1200 MT.220-17 WATER HEATER 1 EA. GAS 0 ARt220-18 CLOTHES DRYER 1 EA. GAS 0 0 MT.220-14 MU (MOTOR) 1 EA. 830 830 830 ART.220-14 BATHROOM EXH.(MTR) 3 EA. 106 ;115 315 TOTAL 14559 14569 ART,220-21 LARGER OF HEAT OR A/C OR HEAT PUMP HEATPUMP- NO AIR COND. 1 EA. 3018 HEAT (W) 1 EA. GAS 3016 TOTAL CONNECTED 17575 14559 MT.22G-30 IST.IOKW 0100% 10000 10000 REMAINDER cm 3030 1824 TOTAL 13030 11824 SERVICE: AMPS 0 24OV, 1 PHASE 54.3 49.27 FEEDER: COPPER /4 AWG ALUMINUM /2 AWG BREAKER: 100AMP/2POLE t UNIT B2 UNIT SERVICE CALCULATION - PER NEC ART. 220-30 PHASE NEUTRAL ART.220-11 GENERAL. LIGHTING 1039 SQ.FT. 3 3117 3117 ART.22016(a) APPUANM CKTS. 2 EA. 1600 ' , 3000 3000 ArL220-16(b) LAUNDRY CKT, 1 EA. 1500 15W 1500 ART.220-17 DISPOSAL CKT. 1 EA 1000 1000 1000 ART.220-30(b)(3) RANGE 1 EA. 0 0 0 ART.220-17 DISHWASHER 1 EA 1200 1200 12GO ART.220-17 MICROWAVE 1 EA. 1200 1200 1200 ART.220-17 REFRIGERATOR 1 EA. 1200 1200 1200 ART.220-17 WATER HEATER 1 EA. GAS 0 ART.220-18 CLOTHES DRYER 1 EA GAS 0 0 ARL220-14 AHU (MOTOR) 1 EA. 830 830 830 ART.220-14 BATHROOM EXH.(MTR) 2 EA. 105 210 210 TOTAL 13257 13257 ART.220-21 LARGER OF HEAT OR A/C OR HEAT PUMP HEATPUMP- NO AIR COND. 1 EA. 2434 HEAT (W) 1 EA. GAS 24M TOTAL CONNECTED 15691 13257 ART.220-30 1ST, IOKW 0100% 10000 10000 REMAINDER 040X 2276 1303 TOTAL 12276 11303 SERVICE: AMPS 0 24OV, 1 PHASE 51.2 47.10 FEEDER: COPPER E4 AWG ALUMINUM 12 AWG BREAKER: 100AMP/2POLE UNIT D2 UNIT SERVICE CALUI ATION - PER NEC ART, 229=30 PHASE NEUTRAL MT.220-11 GENERAL LIGFfTWG 1489 SQ.FT. 3 4467 4467 ML22018(a) APPLIANCE CKTS. 2 EA. 1500 3000 3000 Art=-18(b) LAUNDRY CKT. 1 EA. 1500 1500 1500 ART.220-17 DISPOSAL CKT. 1 EA. 1000 1000 1000 ARL220-30(b)(3) RANGE 1 EA. 0 0 0 MT.220-17 DISHWASHER 1 EA 1200 1200 1200 MT.220-17 MICROWAVE 1 EA 1200 1200 1200 ART.220-17 REFRIGERATOR 1 EA. 1200 1200 1200 A T.220-17 WATER HEATER 1 EA. GAS 0 MT.220-18 CLOTHES DRYER 1 EA. GAS 0 0 MT.220-14 AHU (MOTOR) 1 EA. 830 830 830 MT.22G-14 BATHROOM EXH.(MTR) 3 EA. 105 315 315 TOTAL 14712 14712 ART,220-21 LARGER OF HEAT OR A/C OR HEAT PUMP HEATPUMP- NO AIR COND. 1 EA. 3018 HEAT (W) 1 EA. GAS 3016 TOTAL CONNECTED 17728 14712 ART.220-30 1ST. IOKW 01007E 10000 10000 REMAINDER 040X 3091 1885 TOTAL 1309E 11885 SERVICE: AMPS 0 240V, 1 PHASE 54.5 49.52 FEEDER: COPPER 14 AWG ALUMINUM /2 AWG BREAKER: 100AMP/2PC4E c I !9-6 61y0., SUfTE 423. WEST PALM BFJIW, FIAWUA 33408 ASSOCIATES (4(7) W-M FAX: (407) 434-7145 INC.Lm 03 rn o0 �� II _a - L n Q U il LL. cn i J IL SECTION 15010 - GENERAL PROVISIONS FOR MECHANICAL WORK PART 8 - DEFINITIONS PART 1 - GENERAL 8.01 CONTRACT DOCUMENTS 1.01 THIS SECTION COVERS THE GENERAL ARRANGEMENT OF THE MECHANICAL A. ALL DOCUMENTS. PERTINENT TO THE QUALITY AND QUANTITY OF WORK SYSTEMS AND RELATED ITEMS TO COMPLETE THE WORK AS SHOWN ON THE TO BE PERFORMED ON THE PROJECT, INCLUDES BUT NOT UMITED TO: DRAWINGS AND AS SPECIFIED HEREIN. ALL APPUCABLE PROVISIONS OF PLANS, SPECIFICATIONS, INSTRUCTIONS TO BIDDERS, GENERAL AND SPECIAL THE GENERAL CONDITIONS, SUPPLEMENTAL GENAL CONDITIONS AND CONDITIONS, ADDENDA, ALTERNATES, UST OF MATERIALS, UST OF SPECIAL CONDITIONS ARE HEREBY MADE A PART ;OF THIS SECTION. SUBCONTRACTORS, UNIT PRICES, SHOP DRAWINGS, FIELD ORDERS, CHANGE ORDERS, COST BREAKDOWN, PERIODICAL PAYMENT REQUESTS, ETC. 1.02 THE ,WORK SHALL INCLUDED COMPLETE TESTING OF ALL EQUIPMENT AND PIPING AT THE COMPLETION OF THE WORK AND MAKING ANY MINOR 8.02 INTENT CONNECTION CHANGES OR ADJUSTMENTS NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM AND EQUIPMENT. A. IT IS THE INTENTION OF THESE SPECIFICATIONS AND ALL ASSOCIATED DRAWINGS TO CALL FOR FINISHED WORK, TESTED AND READY FOR 1.03 WORK UNDER THIS SECTION SHALL CONFORM TO ALL GOVERNING CODES, OPERATION. WHEREVER THE WORD 'PROVIDE" IS USED, IT SHALL MEAN ORDINANCES AND REGULATIONS OF THE CITY, COUNTY AND STATE. 'FURNISH AND INSTALL COMPLETE AND READY FOR USE'. 1.04 THE CONTRACTOR SHAD. BE RESPONSIBLE FOR ALL ERRORS IN B. DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE FABRICATION, FOR THE CORRECT FITTING, INSTALLATION AND ERECTION PROPER INSTALLATION AND OPERATION ;OF SYSTEMS, EQUIPMENT, OF THE VARIOUS MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS. MATERIALS, ETC., SHALL BE INCLUDED IN THE WORK, THE SAME AS IF HEREIN SPECIFIED OR INDICATED. PART 2 - DRAWINGS AND SPECIFICATIONS END OF SECTION 15010 2.01 CONTRACT DRAWINGS FOR WORK UNDER THIS SECTION ARE IN PART DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT, DUCTS, PIPING AD THE APPROXIMATE SIZE AND LOCATION OF EQUIPMENT AND OUTLETS. THE CONTRACTOR SHALL FOLLOW THESE DRAWINGS IN LAYING OUT HIS WORK AND SHALL VERIFY SPACES IN WHICH HIS WORK WILL BE INSTALLED, INDICATING TO THE ARCHITECT WHERE ANY CONFUCTS OR OVERLAPPING OF SYSTEMS OCCUR. 2.02 WHERE JOB CONDITIONS REQUIRE REASONABLE. CHANGES IN INDICATED LOCATIONS AND ARRANGEMENT, PROPOSED DEPARTURES SHAH_ BE SUBMITTED WITH DETAILED DRAWINGS TO THE ARCHITECT FOR APPROVAL BEFORE ANY OF THE PROPOSED WORK IS COMMENCED. ALL APPROVED DEPARTURES SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 2.03 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO INDICATE COMPLETE AND WORKING SYSTEMS, UNLESS SPECIFICALLY INDICATED TO THE CONTRARY. THE WORK INCLUDES THE FURNISHING, INSTALLING AND CONNECTING OF A COMPLETE WORKING INSTALLATION IN EACH CASE TO THE FULL EXTENT SET FORTH IN THE DRAWINGS AND HEREIN SPECIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE FUNCTIONING SYSTEM, UNLESS SPECIFICALLY NOTED OTHERWISE. 2.04 THE DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS COOPERATIVE, WORK AND MATERIAL INCLUDED IN EITHER, THOUGH NOT MENTIONED IN BOTH, SHALL BE PART OF THE WORK TO BE ACCOMPUSHED AND SHALL BE CARRIED OUT COMPLETELY IN AS THOROUGH A MANNER AS IF COVERED BY BOTH. PART 3 - EQUIPMENT DESIGN AND INSTALLATION 3.01 THE DESIGN, MANUFACTURE, TESTING AND METHOD OF INSTALLATION OF ALL APPARATUS AND MATERIALS FURNISHED UNDER THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL CONFORM TO THE APPUCABLE STANDARD RULES OF THE FOLLOWING. WHERE MATERIALS ARE NOT SPECIFICALLY REFERRED TO, BUT ARE REQUIRED, THEY SHALL MEET THE REQUIREMENTS OF THE APPUCABLE CODE. NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION UL UNDERWRITER'S LABORATORIES, INC. ASME AMERICAN SOCIETY Of MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY OF TESTING MATERIALS ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS SBCC! SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL NFPA NATIONAL FIRE PROTECTION ASSOCIATION NEC NATIONAL ELECTRIC CODE ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EPA ENVIRONMENTAL PROTECTION AGENCY 3.02 UNLESS OTHERWISE SPECIFIED, EQUIPMENT AND MATERIALS ;OF THE SAME TYPE AND USED FOR THE SAME PURPOSE, SHALL BE PRODUCTS OF THE SAME MANUFACTURER. PART 4 - TESTS - GENERAL 4.01 ALL TESTS REQUIRED TO ESTABUSH THE ADEQUACY, QUALITY, SAFETY, COMPLETED STATUS AND SUITABLE OPERATION OF EACH SYSTEM AND ALL COMPONENTS THEREOF SHALL BE MADE IN THE PRESENCE ;OF AND TO THE SATISFACTION OF THE ARCHITECT OR HIS AUTHORIZED REPRESENTATIVE AND OTHER REPRESENTATIVES OF STATE AND LOCAL GOVERNMENT. ALL INSTRUMENTS, LABOR AND EXPERT SERVICE NECESSARY TO CONDUCT THESE TESTS SHALL BE SUPPUED BY THE CONTRACTOR; POWER AND FUEL WILL BE FURNISHED BY THE OWNER. 4.02 THE FINAL INSPECTION AND TESTS ARE TO BE MADE ONLY AFTER THE ARCHITECT IS SATISFIED THAT THE WORK DESCRIBED IN THESE SPECIFICATIONS HAS BEEN COMPLETELY INSTALLED IN ACCORDANCE WITH THE TRUE SPIRIT AND INTENT OF THESE SPECIFICATIONS AND THAT COMPLETE PREUMINARY TESTS WERE MADE WHICH INDICATE ADEQUACY, QUALITY, COMPLETION AND SATISFACTORY OPERATION. THE ACCEPTANCE OF THE WORK HEREIN SPECIFIED, SHALL NOT IN ANY WAY PREJUDICE THE OWNER'S RIGHT TO DEMAND REPLACEMENT OF DEFECTIVE MATERIAL AND/OR WORKMANSHIP. PART 5 - GUARANTEE AND SERVICE 5.01 GUARANTEE A. ALL EQUIPMENT SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE, AS EVIDENCED BY DATE OF CERTIFICATE FOR FINAL PAYMENT, AGAINST DEFECTIVE MATERIALS, DESIGN AND WORKMANSHIP. 5.02 SERVICE A. IN ADDITION TO THE GUARANTEE, THE CONTRACTOR SHALL PROVIDE ALL REPAIR AND ADJUSTMENT SERVICE NECESSARY FOR THE PROPER OPERATION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE (1) YEAR AFTER THE SYSTEM IS PUT INTO OPERATION (CONCURRENT WITH 'THE GUARANTEE). UPON RECEIPT OF NOTICE FROM THE OWNER'S REPRESENTATIVE OF FAILURE OF ANY PART OF THE GUARANTEED EQUIPMENT DURING THE GUARANTEE PERIOD, THAT AFFECTED PART SHALL BE REPLACED PROMPTLY WITH A NEW PART WITHOUT COST TO THE OWNER. UPON FAILURE TO TAKE ACTION WITHIN 24 HOURS AFTER BEING NOTIFIED, THE WORK WILL BE ACCOMPUSHED BY THE ARCHITECT AT THE EXPENSE OF THE CONTRACTOR. PART 6 - PERMITS AND INSPECTION 6.01 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, UCENSES, INSURANCE AND INSPECTIONS REQUIRED FOR THE EXECUTION OF THE WORK ON THE PROJECT AND DELIVER TO THE ARCHITECT ALL CERTIFICATES RELATED TO AND ISSUED BY THE AUTHORITIES HAVING JURISDICTION. THESE INCLUDE A CERTIFICATE OF FINAL APPROVAL FROM THE UNDERWRITER'S INSPECTION BUREAU HAVING JURISDICTION, PURSUANT TO ALL ELECTRICAL WORK, A CERTIFICATE OF INSPECTION AND APPROVAL FROM THE STATE DEPARTMENT OF HEALTH PLUMBING INSPECTOR AND/OR LOCAL AUTHORITIES PURSUANT TO ALL PLUMBING WORK. PART 7 - CONTRACTOR FURNISHED DRAWINGS, DESCRIPTIVE DATA AND MANUALS 7.01 SHOP DRAWINGS A. IN ACCORDANCE WITH THE GENERAL CONDITIONS, SHOP DRAWINGS SHALL BE SUBMITTED ON ALL UNITS OF PREFABRICATED MATERIALS. SECTION 15140 - SUPPORTS AND ANCHORS PART 1 - GENERAL 1.01 WORK INCLUDED A. PIPE AND EQUIPMENT HANGERS, SUPPORTS, AND ASSOCIATED ANCHORS. 1.02 RELATED WORK A. SECTION 15410 - PLUMBING PIPING PART 2 - PRODUCTS 2.01 PIPE HANGERS AND SUPPORTS A. HANGERS FOR PIPE SIZES 1/2 TO 1-1/2 INCH: MALLEABLE IRON/CARBON STEEL, ADJUSTABLE SWIVEL, SPUT RING. B. MULTIPLE OR TRAPEZE HANGERS: STEEL CHANNELS WITH WELDED SPACERS AND HANGER RODS; CAST IRON ROLL AND STAND FCR HOT PIPE SIZES 6 INCHES AND OVER. C. WALL SUPPORT FOR PIPE SIZES TO 3 INCHES: CAST IRON HOOK. D. WALL SUPPORT FOR PIPE SIZES 4 INCHES AND OVER: WELDED STEEL BRACKET AND WROUGHT STEEL CLAMP; ADJUSTABLE STEEL YOKE AND CAST IRON ROLL FOR HOT PIPE SIZES 6 INCHES AND OVER, E VERTICAL PIPING SHALL BE SUPPORTED IN THE CENTER OF EACH RISER BUT NOT OVER 15 FEET ON CENTERS AND SHALL BE SUPPORTED AT THE BASE OF THE RISER ON A BASE ELBOW OR TEE WITH PIPE STAND ONLY WHERE SHOWN ON DRAWINGS. PIPE SUPPORT SHALL BE A RISER CLAMP. FOR UNINSULATED BRASS OR COPPER PIPE OR TUBING, THE RISER CLAMP SHALL BE COMPATIBLE WITH NONFERROUS PIPING OR SHALL BE ELECTROLYTICALLY COATED STEEL AS FOR HANGERS. F. COPPER PIPE SUPPORT: CARBON STEEL RING, ADJUSTABLE COPPER PLATED. 2.02 HANGER RODS A. STEEL HANGER RODS: THREADED BOTH ENDS, THREADED ONE END, OR CONTINUOUS THREADED. 2.03 INSERTS A. INSERTS: MALLEABLE IRON CASE OF GALVANIZES STEEL SHELL AND EXPANDER PLUG FOR THREADED CONNECTION WITH LATERAL ADJUSTMENT, TOP SLOT FOR REINFORCING RODS, LUGS FOR ATTACHING TO FORMS; SIZE INSERTS TO SUIT THREADED HANGER RODS. 2.04 BEAM CLAMPS A. BEAM CLAMPS SHALL HAVE MALLEABLE IRON JAWS, STEEL BOLT OR TIE ROD AND NUT. B. C-CLAMPS WILL NOT BE PERMITTED UNLESS RETAINER IS PROVIDED. 2.05 FINISH A. PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. HANGERS AND SUPPORTS LOCATED N CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED CEIUNG SPACES ARE NOT CONSIDERED EXPOSED. PART 3 - EXECUTION 3.01 INSERTS A. PROVIDE INSERTS FOR SUSPENDING HANGERS FROM REINFORCED CONCRETE SLABS AND SIDES OF REINFORCED CONCRETE BEAMS. B. PROVIDE HOOKED ROD TO CONCRETE REINFORCEMENT SECTION FOR INSERTS CARRYING PIPE OVER 4 INCHES. C. WHERE CONCRETE SLABS FORM FINISHED CEIUNG, PROVIDE INSERTS TO BE FLUSH WITH SLAB SURFACE. D. WHERE INSERTS ARE OMITTED, DRILL THROUGH CONCRETE SLAB FROM BELOW AND PROVIDE THRU-BOLT WITH RECESSED SQUARE STEEL PLATE AND NUT RECESSED INTO AND GROUTED FLUSH WITH SLAB. 3.02 PIPE HANGERS AND SUPPORTS A. SUPPORT HORIZONTAL PIPING AS FOLLOWS: SINGLE THICKNESS MAXIMUM SPACING NOMINAL ROD OF INSULATION FERROUS COPPER PIPE SIZE DIAMETER SHEILD PIPING TUBING 3/4' & UNDER 3/8' 16 GAUGE 6' 5' 1' 3/8' 16 GAUGE 7' 6' 1-1/4' 3/8' 16 GAUGE 8' 8' 1-1/2'&2' 3/8' 16 GAUGE 9' 8' 2-112'&3' 1/2' 12 GAUGE 12' 8' 4 &5' 5/8' 12 GAUGE 14' 8' B. INSTALL HANGERS TO PROVIDE MINIMUM 1/2 INCH SPACE BETWEEN FINISHED COVERING AND ADJACENT WORK, C. PLACE A HANGER WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW. D. USE HANGERS WITH 1-1/2 INCH MINIMUM VERTICAL ADJUSTMENT. E SUPPORT HORIZONTAL CAST IRON PIPE ADJACENT TO EACH HUB, WITH 5 FEET MAXIMUM SPACING BETWEEN HANGERS. F. SUPPORT VERTICAL PIPING AT EVERY OTHER FLOOR. SUPPORT VERTICAL CAST IRON PIPE AT EACH FLOOR AT HUB. G. WHERE, SEVERAL PIPES CAN BE INSTALLED IN PARALLEL AND AT SAME ELEVATION, PROVIDE' MULTIPLE OR TRAPEZE HANGERS. H. SUPPORT RISER PIPING INDEPENDENTLY OF CONNECTED HORIZONTAL PIPING. END OF SECTION 15410 SECTION 15260 - PIPING INSULATION PART 1 - GENERAL 1.01 WORK INCLUDED A. PIPING INSULATION. B. JACKETS AND ACCESSORIES, , r; PART 2 -PRODUCTS 2.04 GLOBE VALVES AND GATE VALVES 101 INSULATION A. TYPE A CLASS FIBER INSULATION; ANSI/ASTM C547; 'K' VALUE OF .24 AT 75 DEGREES F; NONCOMBUSTIBLE. 2.02 JACKETS A. INTERIOR APPLICATIONS 1. VAPOR BARRIER JACKETS: KRAFT REINFORCq FOIL VAPOR BARRIER WITH SELF-SEALING ADHESIVE JOINTS. 2. PVC JACKETS: ONE PIECE, PREMOLDED TYPE. 3. CANVAS JACKETS: UL LISTED TREATED COTTON FABRIC, 6 OZ/SQ YD. Z03 ACCESSORIES A. INSULATION BANDS: 3/4 INCH WIDE; 0.015 INCH THICK GALVANIZED STEEL, STAINLESS STEEL, 0.007 INCH 0.18 THICK ALUMINUM. PART 3 - EXECUTION 3.01 PREPARATION A. INSTALL MATERIALS AFTER PIPING HAS BEEN TESTED AND APPROVED. 3.02 INSTALLATION A. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. CONTINUE INSULATION WITH VAPOR BARRIER THROUGH PENETRATIONS. C. IN EXPOSED PIPING, LOCATE INSULATION AND COVER SEAMS IN LEAST VISIBLE CONDITIONS. D. ON INSULATED PIPING WITH VAPOR BARRIER, INSULATE FITTINGS, VALVES, UNIONS, FLANGES, STRAINERS, FLEXIBLE CONNECTIONS, AND EXPANSION JOINTS. E. PROVIDE AN INSERT, NOT LESS THAN 6 INCHES LONG, OF SAME THICKNESS AND CONTOUR AS ADJOINING INSULATION, BETWEEN) SUPPORT SHIELD AND PIPING, BUT UNDER THE FINISH JACKET, ON PIPING 2 INCHES IN DIAMETER OR LARGER, TO PREVENT INSULATION FROM SAGGING AT SUPPORT POINTS. INSERTS SHALL BE CORK OR OTHER HEAVY DENSITY INSULATING MATERIAL SUITABLE FOR THE PLANNED TEMPERATURE RANGE. FACTORY FABRICATED INSERTS MAY BE USED. INSERT SHALL EXTEND AROUND BOTTOM 120 DEGREES OR PIPE BARREL AND SHALL BE INCLUDED INSIDE VAPOR BARRIER JACKET WHERE APPUED. SEE SECTION 15140 FOR SHIELDS AND HANGERS. Ft NEATLY FINISH INSULATION AT SUPPORTS, PROTRUSIONS, AND INTERRUPTIONS. G. JACKETS 1. INDOOR, CONCEALED APPUCATIONS: INSULATED DUAL -TEMPERATURE PIPES OR PIPES CONVEYING FLUIDS BELOW AMBIENT TEMPERATURE SHALL HAVE VAPOR BARRIER JACKETS, FACTORY -APPLIED OR FIELD-APPUED. INSULATE FITTINGS, JOINTS,. AND VALVES WITH MOLDED INSULATION OF UKE MATERIAL AND THICKNESS AS ADJACENT PIPE, AND FINISH WITH GLASS CLOTH AND VAPOR BARRIER ADHESIVE. 2. INDOOR, EXPOSED APPUCATIONS: FOR PIPE EXPOSED IN MECHANICAL EQUIPMENT ROOMS OR IN FINISHED SPACES, INSULATE AS FOR CONCEALED APPLICATIONS. FINISH WITH CANVAS JACKET; SIZE FOR FINISH PAINTING. DO NOT USE PVC JACKETS. PIPING PIPE SIZE (IN.) INSULATION THICKNESS (IN.) DOMESTIC HOT WATER SUPPLY ALL 1/2' CHROME PLATED PIPING TO NONE PLUMBING FIXTURES END OF SECTION 15260 SECTION 15410 - PLUMBING PIPING PART 1 - GENERAL 1.01 WORK INCLUDED A. PIPE AND PIPE FITTINGS. B. VALVES. C. SANITARY SEWER PIPING SYSTEM. D. DOMESTIC WATER PIPING SYSTEM. 1.02 RELATED WORK A. SECTION 15050 - BASIC MATERIALS AND METHODS B. SECTION 15140 - SUPPORTS AND ANCHORS C. SECTION 15260 - PLUMBING INSULATION D. SECTION 15430 - PLUMBING SPECIALTIES E. SECTION 15440 - PLUMBING FIXTURES AND EQUIPMENT 1.03 QUALITY ASSURANCE At VALVES: MANUFACTURER'S NAME AND PRESSURE RATING MARKED ON VALVE BODY. PART 2 - PRODUCTS 2.01 SANITARY SEWER PIPING A. PVC PIPE: ASTM 02665 SC40. FITTINGS: PVC. JOINTS: ASTM D2855, SOLVENT WELD. B. STEEL PIPE: ASTM A53 OR A120, SCHEDULE 40 GALVANIZED. FITTINGS: GALVANIZED MALLEABLE CAST IRON DRAINAGE PATTERN. JOINTS: SCREWED. C. CAST IRON PIPE: ASTM A74, SERVICE WEIGHT. FITTINGS, CAST IRON. JOINTS, HUB -AND -SPIGOT, CISIP HSN COMPRESSION TYPE WITH ASTM C564 NEOPRENE GASKETS OR LEAD AND OAKUM. D. PVC PIPE SHALL NOT BE USED IN FIRE WALL PENETRATIONS AND CEILING RETURN PLENUMS WHERE NOT PERMITTED BY BUILDING CODE. 2.02 WATER PIPING A. ALL PLASTIC PIPING SHALL BE RATED CONTINUOUS SERVICE FOR 100 PSI WORKING PRESSURE AT 180 DEGREES F, AND SHALL COMPLY WITH ASTM/NSF-PW STANDARDS 14 AND 61. B. PIPING BELOW FLOOR SLAB OR BELOW GRADE OUTSIDE THE BUILDING: POLYBUTYLENE, CTS, SDR-11, P92110 (ASTM D-3309) PLASTIC TUBING WITH HEAT FUSION SOCKET TYPE PRESSURE FITTINGS, OR CPVC SCHED. 80 RIGID PLASTIC PIPE (ASTM F441) WITH SCHED. 80 (ASTM F438) CEMENT WELDED SOCKET TYPE PRESSURE FITTINGS. COMPRESSION AND CRIMP -STYLE FITTINGS OR JOINTS BELOW SLAB ARE NOT ALLOWED. C. PIPING ABOVE FLOOR SLAB ONLY: CPVC-HCWD, CTS, RIGID (ASTM D-2846) PLASTIC PIPE WITH SOLVENT CEMENT WELDED SOCKET TYPE PRESSURE FITTINGS. D. ALTERNATE PIPING ABOVE FLOOR SLAB ONLY: SUBMIT ALTERNATE PRICING FOR MODULAR MANIFOLDED WATER DISTRIBUTION UNITS USING POLYBUTYLENE TUBING MANUFACTURES BY VANGUARD PLASTICS, INC. ONE DISTRIBUTION CONTROL UNIT SHALL BE PROVIDED FOR EACH DWELLING UNIT. TUBING RUNS SHALL BE ARRANGED TO INDEPENDENTLY SUPPLY AND VALE EACH FIXTURE FROM THE CONTROL UNIT MANIFOLD. SUBMIT SHOP DRAWINGS. CRIMP -STYLE INSERT FITTINGS ARE NOT ALLOWED. 2.03 DIELECTRIC CONNECTIONS A. UNION WITH GALVANIZED OR PLATED STEEL THREADED END, COPPER SOLDER END, WATER IMPERVIOUS ISOLATION BARRIER. ,a t A. UP TO 2 INCHES: BRONZE BODY, ,RISING STEM AND HANDWHEEL, INSIDE SCREW, RENEWABLE COMPOSITION DISC, SOLDER/SCREWED ENDS, WITH BACKSEATING CAPACITY. 2.05 BALL VALVES ' A. UP TO 2 INCHES: BRONZE/STAINLESS STEEL BODY, STAINLESS STEEL BALL, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE AND BALANCING STOPS/SOLDER/THREADED ENDS WITH UNION. 2.06 SWING CHECK VALVES A. UP TO 2 INCHES: BRONZE 45/22 DEGREE SWING DISC, SOLDER/SCREWED ENDS. 2.07 WATER PRESSURE REDUCING VALVES A. UP TO 2 INCHES: BRONZE BODY, STAINLESS STEEL AND THERMOPLASTIC INTERNAL PARTS, FABRIC REINFORCED DIAPHRAGM, STRAINER, THREADED/AND SINGLE UNION/DOUBLE UNION ENDS. SUPPLY AS REQUIRED BY LOCAL UTIUTY PROVIDER, 2.08 REUEF VALVES A. BRONZE BODY, TEFLON SEAT, STEEL STEM AND SPRINGS, AUTOMATIC, DIRECT PRESSURE ACTUATED, CAPACITIES ASME CERTIFIED AND LABELED. PART 3 - EXECUTION 3.01 PREPARATION A. REAM PIPE AND TUBE ENDS. REMOVE BURRS. BEVEL PLAIN END FERROUS PIPE. B. REMOVE SCALE AND DIRT, ON INSIDE NAD OUTSIDE, BEFORE ASSEMBLY. C. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR UNIONS. 3.02 INSTALLATION A. PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. B. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. C. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. D. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. E. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. F. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. G. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. H. SLOPE WATER AND PIPING AND ARRANGE TO DRAIN AT LOW POINTS. 3.03 W APPLICATION A. INSTALL BRASS MALE ADAPTERS EACH SIDE OF VALVES IN COPPER PIPE SYSTEM. SWEAT SOLDER ADAPTERS TO PIPE. B. INSTALL GATE, BALL AND BUTTERFLY VALVES FOR SHUT-OFF AND TO ISOLATE EQUIPMENT, PART OF SYSTEMS, OR VERTICAL RISERS. C. INSTALL GLOBE/BALL/BUTTERFLY VALVES FOR THROTTUNG, BYPASS, OR MANUAL FLOW CONTROL SERVICES. 3.04 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED AND CLEAN. B. ENSURE PH OF WATER TO BE TREATED IS BETWEEN 7.4 AND 7.6 BY ADDING ALKALI (CAUSTIC SODA OR SODA ASH) OR ACID (HYDROCHLORIC). C. INJECT DISINFECTANT, FREE CHLORINE IN LIQUID, POWDER, TABLET OR GAS FORM, THROUGHOUT SYSTEM TO OBTAIN 50 TO BOL MG/L RESIDUAL D. BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR DISINFECTANT RESIDUAL AT MINIMUM 15 PERCENT OF OUTLETS. E. MAINTAIN *DISINFECTANT IN SYSTEM FOR 24 HOURS. F. IF FINAL DISINFECTANT RESIDUAL TEST LESS THAN 25 MG/L, REPEAT TREATMENT. G. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL EQUAL TO THAT OF INCOMING WATER OR 1.0 MG/L END OF SECTION 15410 SECTION 16430 - PLUMBING SPECIALTIES PART 1 - GENERAL 1.01 WORK INCLUDED A. WATER HAMMER ARRESTORS. B. HOSE BIBBS/HYDRANTS. " 1.02 RELATED WORK. A. SECTION 15140 - SUPPORTS AND ANCHORS. B. SECTION 15410 - PLUMBING PIPING. C. SECTION 15440 - PLUMBING FIXTURES AND EQUIPMENT PART 2 - PRODUCTS 2.01 WATER HAMMER ARRESTORS A. ENGINEERED WATER- HAMMER ARRESTORS SHALL BE THE "MINI -RESTER' AS MANUFACTURED BY SIOUX CHIEF MFG. CO. ARRESTORS SHALL BE OF THE PITON TYPE WITH A SEAMLESS TYPE 'L" COPPER CHAMBER AND HAVE A 60 PSI AIR CHARGE ABOVE A THREE 0-RING PISTON. UNITS SHALL BE CERTIFIED AND SIZED BY PDI-WH2O1, APPROVED BY ASSE-1010 MO CARRY AN UNCONDITIONAL LIFETIME WARRANTY, ARRESTORS SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE DRAWINGS NOTES. 2.0% HOSE BIBBS/HYDRANTS A. BRONZE OR BRASS, REPLACEABLE HEXAGONAL DISC, HOSE THREAD SPOUT, CHROME PLATED WHERE EXPOSED TO INTERIOR/AND TO EXTERIOR WITH VACUUM BREAKER 1N CONFORMANCE WITH ANSI/ASSE 1011, B. ANSI/ASSE 1019; NON -FREEZE, SELF -DRAINING TYPE WITH CHROME PLATED/IPOUSHED BRONZE/WALL PLATE/LOCKABLE RECESSED BOX HOSE THREAD SPOUT, REMOVABLE KEY, AND VACUUM BREAKER. PART 3 - EXECUTION 3.01 PREPARATION A. COORDINATE CUTTING, FORMING AND ROOF OR FLOOR CONSTRUCTION TO RECEIVE DRAINS TO REQUIRED INVERT ELEVATIONS. 3.02 INSTALLATION AND APPUCATION A. INSTALL SPECIALTIES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION TO PERMIT INTENDED PERFORMANCE. w, EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND UNSEED OIL ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE SYSTEM. C. ENCASE EXTERIOR CL.EANOUTS IN CONCRETE FLUSH WITH GRADE. END OF SECTION 15430 SECTION 15440 - PLUMBING FIXTURES AND EQUIPMENT PART 1 - PLUMBING FIXTURES 1.01 GENERAL A. ALL PLUMBING FIXTURES AND THEIR INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE APPUCABLE PLUMBING CODE. B. EXPOSED METAL WORK SHALL BE BRIGHT CHROME -PLATED BRASS EXCEPT AS NOTED. C. ALL FIXTURES SHALL BE BY THE SAME MANUFACTURER. 1.02 MANUFACTURERS: A. AMERICAN STANDARD, CRANE, KOHLER, ELJER, BRIGGS, STERUNG DELTA, SPERZEL, OLSONITE, BEMIS, ELKAY, OR EQUAL. SEE DRAWING NOTES, PART 2 - PRODUCTS 2.01 PROVIDE FIXTURES AND TRIM WHERE SPECIFIED ON DRAWINGS. Z02 PRODUCTS USTED IN SCHEDULE ON DRAWINGS SHALL DETERMINE QUALITY AND GRADE REQUIRED. OF OTHER THAN THOSE USTED IN SCHEDULE ARE TO BE USED, EQUAL OR PARALLEL GRADE SHALL BE USED. PART 3 - INSTALLATION 3.01 INSTALL EACH FIXTURE WITH TRAPS, EASILY REMOVABLE FOR SERVICING AND CLEANING. 3.02 PROVIDE BRIGHT CHROME PLATED FLEXIBLE SUPPLIES TO FIXTURES WITH WHEEL HANDLE STOPS, REDUCERS AND ESCUTCHEONS. 3.03 ALL WALL HUNG FIXTURES SHALL BE FURNISHED WITH CARRIERS. 3.04 WORK SHALL BE ACCURATELY LAID OUT AND ROUGHED -IN SO THAT ALL PIPING WILL BE STRAIGHT AND TRUE WITHOUT BENDS AND OFFSETS AND NO SUCH BENDS AND OFFSETS WILL BE ACCEPTABLE UNLESS THEY ARE UNAVOIDABLE AND ARE ALLOWED BY THE ARCHITECT. 3.05 SEAL FIXTURES TO WALL AND/OR FLOOR SURFACES WITH SEALANT, COLOR TO MATCH FIXTURES. 3.06 IF FIXTURE MOUNTING SURFACES DO NOT ALLOW MOUNTING TO BE LEVEL AND PLUMB, SURFACES ARE TO BE GROUNDED SMOOTH AND FLAT. PART 4 - DRAINS 4.01 ALL DRAINS SHALL BE CONSTRUCTED OF THE FINEST QUALITY CAST IRON, COATED WITH THE MANUFACTURER'S STANDARD PROTECTIVE PAINT AND FURNISHED WITH ALL ITEMS SPECIFIED AND SHALL CONFORM TO LOCAL AND STATE PLUMBING CODE. 4.02 EXPOSED METAL WORK SHALL BE BRIGHT CHROME PLATED BRASS EXCEPT AS NOTED. 4.03 ALL DRAINS SHALL BE AS MANUFACTURED BY JOSAM, WADE, ZURN, OR APPROVED EQUAL 4.04 SEE SCHEDULE ON DRAWINGS. END OF SECTION 15440 SECTION 15450 - DOMESTIC WATER HEATERS PART 1 - GENERAL 1.01 WORK INCLUDED: A. WATER HEATERS, ELECTRIC, 1.02 SEE DRAWINGS FOR FURTHER CONDITIONS, REQUIREMENTS, AND SCHEDULED. 1.03 QUAUTY ASSURANCE: A. INSURE PRODUCTS AND, INSTALLATION OF SPECIFIED PRODUCTS ARE IN CONFORMANCE WITH RECOMMENDATIONS AND REQUIREMENTS. OF THE FOLLOWING ORGANIZATIONS: NATIONAL ELECTRIC CODE (NEC) NATIONAL SANITATION FOUNDATION (NSF) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) NATIONAL BOARD OF BOILER AND PRESSURE VESSEL INSPECTORS (NBBPA) NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) UNDERWRITER'S LABORATORIES (UL) 1.04 DEUVERY, STORAGE AND HANDLING: A. QEUVER PRODUCTS TO SITE UNDER PROVISIONS OF SECTION 15010. B. STORE AND PROTECT PRODUCTS UNDER PROVISIONS OF SECTION 15010. C. PROVIDE TEMPORARY INLET AND OUTLET CAPS. MAINTAIN CAPS IN PLACE UNTIL INSTALLATION. 1.05 SUBMITTALS: A. SEE SECTION 15010 FOR INFORMATION ON SUBMITTALS. PART 2 - PRODUCTS 2.01 ELECTRIC WATER HEATER: A. PROVIDE STATE, SMITH, LOCHINVAR OR EQUAL, GAS WATER HEATER OF SIZE AS SHOWN ON DRAWINGS. 8. VERTICAL STORAGE TYPE FOR 160 PSIF MAXIMUM WORKING PRESSURE. C. GLASS UNES WELDED. STEEL TANK, THERMALLY INSULATED WITH 2' TICK GLASS FIBER; ENCASED IN CORROSION -RESISTANT STEEL JACKET; BAKED - ON ENAMEL FINISH. TEN (10) YEAR WARRANTY. D. WELDED STEEL WATER CONNECTIONS WITH EXTERNAL THREADS AND DIP TUBE, DRAIN VALVE, HIGH DENSITY MAGNESIUM ANODE AND TEMPERATURE AND PRESSURE RELIEF VALVE. USE DIELECTRIC UNIONS TO CONNECT TO COPPER WATER PIPING. E. PROVIDE ASME, WATTS 3/4' TYPE IOOXL COMBINATION TEMPERATURE AND PRESSURE REUEF VALVES, END OF SECTION 15450 CC7NSUL 77AIG ENGINEERS OA,.AIIDO ° Fr. AOXE ° W. PALM BFACH 427 MNO"G LOOP, W R IM ALTAYONIE WR14A ROMA am (407) 332-0110 FAX. (407) 332-7704 131 N. 2ND ST., SUIE 204 FTt PE M RORDA 3" (407) 465-•1105 FA): (407) W••• IM 2609 FOREST HU 8M. SME 225. WEST PALM WJXK ROMA 31106 (407) %3--= . FAX (407) 434-7746 INC. 1 j + a. _ I �a 1 •i "e' an •< SECTION 15622 - SPLIT SYSTEM AIR CONDITIONING UNIT PART 1 - GENERAL 1.02 WORK INCLUDED A. AIR HANDLING UNIT (AHU). B. CONDENSING UNIT (CU). C. REFRIGERANT PIPING. D. , CONTROLS. 1.02 WARRANTY A. PROVIDE FIVE YEAR WARRANTY ON COMPRESSORS. PART 2 - PRODUCTS 2.01 GENERAL A. PROVIDE UPFLOW TYPE UNITS WITH HYDRONIC HEATING COILS AND ELECTRIC REFRIGERATION. SUBJECT TO COMPUANCE WITH REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: TRANE, CARRIER, McQUAY, FIRST, ARCOAIRE, RED-T, APOLLO. B. PROVIDE SELF-CONTAINED, PACKAGED, FACTORY ASSEMBLED, PRE -WIRED UNIT CONSISTING OF CABINET, SUPPLY FAN, HYDRONIC HEATING COIL, CONTROLS, AIR FILTER, REFRIGERANT COOLING COIL AND OUTDOOR PACKAGE CONTAINING COMPRESSOR, CONDENSER COIL AND CONDENSER FAN. 2.02 FABRICATION A. AIR HANOUNG UNIT 1. CABINET:• PROVIDE WELDED STEEL CABINET, PHOSPHATIZED AND BAKED ENAMEL FINISH. 2. CIRCULATING FANS: PROVIDE UNITS WITH DOUBLE INLET ALUMINUM CENTRIFUGAL BLOWERS, BELT DRIVEN OR DIRECT CONNECTED TO RESILIENTLY MOUNTED, PSC MOTOR WITH BUILT-IN OVER -LOAD PROTECTION. 3. AIR FILTER: PROVIDE ONE INCH THROWAWAY TYPE FILTERS AND ONE SET OF EXTRA FILTERS. 4. HYDRONIC HEAD: PROVIDE ITEMS NECESSARY TO RECOVER HEAT FROM THE DOMESTIC WATER HEATER: COPPER COILS, IN -LINE CIRCULATING PUMP, CHECK VALVE, AIR PURGE VALVE, ITEMS SHALL BE USABLE FOR USE WITH POTABLE WATER. 5. REFRIGERANT COILS: SHALL BE SOLID COPPER TUBING WITH ALUMINUM FINS AND FED WITH REFRIGERANT 22 THROUGH CAPILLARY RESTRICTOR AND NO -FROST FULL CAPACITY CONTROL B. CONDENSING UNIT 1. GENERAL AIR COOLED CONDENSING UNITS SHALL BE FACTORY - ASSEMBLED INTO A WEATHERPROOF CABINET WITH COMMON BASE SIZE. STANDARD OPERATING RANGE 10 TO 120 DEGREES F OUTDOOR AMBIENT. FILTER DRIER SHALL BE FACTORY INSTALLED, ALL MODELS SHALL BE 'GSA" AND 'UL' APPROVED AND COMPLY WITH "ART" STANDARD 210, NATIONAL RATING STANDARD OF THE AIR CONDITIONING AND REFRIGERATION INSTITUTE. 2. CASINGS: SHALL BE 18-GAUGE ZINC COATED STEEL, PHOSPHATIZED, PAINTED WITH EPDXY RESIN 'PRIMER (EXTERIOR SURFACE) AND FINISHED WITH ACRYLIC TOP COAT. REMOVABLE PANEL SHALL ALLOW ACCESS TO ALL COMPONENTS AND CONNECTIONS. DIE -FORMED MOUNTING RAILS SHALL BE INTEGRAL PART OF 'UNIT BASE. PROVIDE DRAINAGE HOLES IN BASE PAN OF ALL UNITS. 3. CONDENSER FAN: SHALL BE ALUMINUM AERODYNAMIC DESIGN, STATICALLY BALANCED. PROVIDE DIRECT DRIVEN HEAVY DUTY, PERMANENTLY LUBRICATED MOTORS WITH BUILT-IN THERMO-OVERLOAD PROTECTION. FAN/MOTOR SUPPORT SHALL BE MOUNTED TO CABINET TOP, 4. COMPRESSOR: SHALL BE HERMETIC OR SEMI -HERMETIC TYPE. PROVIDE INTERNAL SPRING ISOLATION AND TWO -STAGE SOUND MUFFLING. PROVIDE WINDING THERMOSTAT AND CURRENT OVERLOAD DEVICE COUPLED WITH PRESSURE UMITING VALVE. INTERNAL PROTECTION DEVICES SHALL PROVIDE PROTECTION FOR MOTOR OVERLOAD, LOCKED ROTOR, EXTREME VOLTAGE SUPPLY, EXCESSIVE WINDING TEMPERATURES, EXTREME PRESSURES, LOSS OF REFRIGERANT CHARGE AND COMPRESSOR CYCLING. OFF CYCLE CRANKCASE HEATER SHALL BE INCLUDED, 5. COILS: SHALL E SOLID COPPER OR ALUMINUM TUBING WITH ALUMINUM FINS OR SPINES. FACTORY CONNECTIONS FOR FIELD) PIPING SHALL BE COPPER. C. REFRIGERANT PIPING 1. ALL REFRIGERATION PIPING SHALL BE TYPE "ACR" HARD DRAWN COPPER TUBING AND SHALL BE PRECAPPED, PRECLEANED AND DRY NITROGEN CHARGED AT THE FACTORY. THIS PIPING SHALL BE CAPPED THROUGHOUT THE CONSTRUCTION TO PREVENT ANY FOREIGN MATERIALS FROM ENTERING THE PIPING. FITTINGS SHALL BE WROUGHT COPPER SOLDER JOINT TYPE. DRY NITROGEN SHALL BE BLED THROUGH PIPING WHILE JOINTS ARE BEING BRAZED. JOINTS SHALL BE AS FOLLOWS: COPPER TO BRASS - SILVER SOLDER. COPPER TO COPPER - SILFOS. 2. JOINTS: COPPER TUBING CONNECTIONS SHALL BE MADE UP WITH 95/5 TIN ANTIMONY SOLDER OR SILFOS, IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OR AS SPECIFIED HEREINAFTER. 3. INSULATION FOR REFRIGERANT PIPING: ARMSTRONG ARMAFLEX INSULATION 1/2' THICK WITH FITTINGS COVERED WITH MITERED SECTIONS OF INSULATION AND SEALED WITH 520 ADHESIVE. ALL INSULATION ON OUTDOOR INSTALLATION 'B' SHALL BE ADDITIONALLY PROTECTED WITH TWO (2) COATS OF ARMAFLEX VINYL -LACQUER TYPE FINISH. 4. INSULATION FOR CONDENSATE DRAIN LINES: ALL HORIZONTAL RUNS ABOVE SLAB AND ALL DRAIN LINES IN UNCONDITIONED SPACES SHALL BE INSULATED AS SPECIFIED IN 3 ABOVE. PART 3 - CONTROLS 3.01 THERMOSTAT A PROVIDE THERMOSTAT WITH AUTOMATIC HEATING/COOLDNG SELECTION AND FAN ON/OFF/AUTO SWITCH. THERMOSTAT SHALL BE ONE STAGE COOLING AND ONE STAGE HEATING. 3.02 SEQUENCE OF CONTROL A ON A CALL FOR COOLING, THERMOSTAT SHALL CYCLE COMPRESSOR ON AND ENERGIZE THE AHU FAN MOTOR. B. ON A CALL FOR HEATING THERMOSTAT SHALL CYCLE AHU FAN AND HOT WATER PUMP. 3.03 FIRESTAT A. PROVIDE FIRESTAT IN MAIN RETURN AIR STREAM OF EACH AHU. B. FIRESTAT SHALL DISABLE THE AHU IN THE EVENT OF EXCESSIVE TEMPERATURE IN THE DUCTS. C. FIRESTAT SHALL BE EQUAL TO HONEYWELL MODEL L4029E1011. SECTION 15660 - AIR DISTRIBUTION DEVICES PART 1 - REGISTERS, GRILLES, DIFFUSERS AND LOUVERS 1101• FURNISH AND INSTALL WHERE SHOWN ON DRAWINGS ALL REGISTERS, GRILLES, DIFFUSERS AND LOUVERS IN ACCORDANCE WITH THE TABULATION IN THE SCHEDULE ON DRAWINGS. 1.02 PROVIDE ACCESSORIES AND MODIFICATIONS AS INDICATED IN SCHEDULE NOTES. 1.03 MANUFACTURER USTED IN SCHEDULE IS FOR DESIGN SELECTION ONLY. REGISTERS, GRILLES AND DIFFUSERS AS MANUFACTURED BY AIR MATE, KRUEGER, TITUS, CARNES, METALAIRE OR APPROVED EQUAL WILL BE ACCEPTED. END OF SECTION 15660 SECTION 15870 - POWER VENTILATORS PART 1 - GENERAL 1.01 WORK INCLUDED A. CEILING EXHAUST FANS. 1.02 RELATED WORK A. SECTICN 15890 - DUCTWORK. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. CARNES, CREENHECK, PENN, BROAN, NUTONE OR APPROVED EQUAL 2.02 CEILING EXHAUST FANS A. CENTRIFUGAL FAN UNIT: DIRECT DRIVE, WITH GALVANIZED STEEL HOUSING LINED WITH 1/2 INCH ACOUSTIC INSULATION, RESILIENT MOUNTED MOTOR. B. DISCONNECT SWITCH: FACTORY WIRED, NON -FUSIBLE, IN HOUSING FOR THERMAL OVERLOAD PROTECTED MOTOR. C. GRILLE: MOLDED WHITE PLASTIC OR ALUMINUM WITH BAKED WHITE ENAMEL FINISH. PART 3 - EXECUTION 3.01 INSTALLATION A INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. END OF SECTION 15870 SECTION 15890 - DUCTWORK PART 1 - GENERAL 1.01 WORK INCLUDED A. LOW PRESSURE DUCTS. B. INSULATION. 1.02 DEFINITIONS A. DUCT SIZES: INSIDE CLEAR DIMENSIONS. FOR LINED DUCTS, MAINTAIN SIZES INSIDE LINING. PART 2 - PRODUCTS 2.01 MATERIALS A. GENERAL: NON-COMBUSTIBLE OR CONFORMING TO REQUIREMENTS FOR CLASS 1 AIR DUCT MATERIALS, OR UL 181. B. ALL DUCT MATERIAL AND COVERING SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84, C. STEEL DUCTS: ASTM A525 OR ASTM A 527 GALVANIZED STEEL SHEET, LOCK - FORMING QUALITY, HAVING ZINC COATING OF 1.25 OZ. PER SQ. FT. FOR EACH SIDE IN CONFORMANCE WITH ASTM A90. D. FIBROUS GLASS DUCTS: UL 181; 1 INCH THICK MINIMUM RIGID GLASS FIBER WITH ALUMINUM FOIL; GLASS SCRIM AND KRAFT OR PLASTIC JACKET VAPOR BARRIER; MINIMUM R - VALUE OF 6.0 AT 75 DEGREES F. R - VALUE OF 4.5 IS ALLOWED IF DUCT IS INSTALLED BETWEEN FLOORS OR IN MECHANICALLY COOLED SPACE. E. FLEXIBLE DUCTS: INTERLOCKING SPIRAL OF GALVANIZED STEEL, OR FABRIC SUPPORTED ON HELICALLY WOUND SPRING STEEL WIRE. FLEXIBLE DUCTS SHALL CONFORM TO UL 181. WORKING PRESSURE UP TO 4' W.G. MAXIMUM VELOCITY. MAXIMUM LENGTH PER RUN SHALL BE 20 FEET. F. INSULATED FLEXIBLE DUCT: FLEXIBLE DUCT WRAPPED WITH FLEXIBLE GLASS FIBER INSULATION, ENCLOSED BY SEAMLESS ALUMINUM PIGMENTED PLASTIC VAPOR BARRIER JACKET. G. FASTENERS: RIVETS, BOLTS OR SHEET METAL SCREWS. H. SEALANT: NON -HARDENING, WATER RESISTANT, FIRE RESISTIVE, COMPATIBLE WITH MATING MATERIALS; LIQUID USED ALONG OR WITH TAPE, OR HEAVY MASTIC. PART 3 - INSTALLATION 3.01 LOW PRESSURE DUCTWORK A. FABRICATE AND SUPPORT IN COMPLETE ACCORDANCE WITH SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS AND ASHRAE HANDBOOKS, LATEST EDITIONS, EXCEPT AS INDICATED. PROVIDE DUCT MATERIAL, GAGES, REINFORCING, AND SEAUNG FOR OPERATING PRESSURES INDICATED, B. SIZE ROUND DUCTS INSTALLED IN PLACE OR RECTANGULAR DUCTS IN ACCORDANCE WITH ASHRAE TABLE OF EQUIVALENT RECTANGULAR AND ROUND DUCTS. NO VARIATION OF DUCT CONFIGURATION OR SIZES PERMITTED EXCEPT BY WRITTEN PERMISSION. C. CONSTRUCT VS, BENDS AND ELBOWS WITH RADIUS OF NOT LESS THAN 1-1/2 TIMES WIDTH, OF DUCT ON CENTERLINE. WHERE NOT POSSIBLE AND WHERE RECTANGULAR ELBOWS ARE USED, PROVIDE TURNING VANES. D. INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES DIVERGENCE WHEREVER POSSIBLE. DIVERGENCE UPSTREAM OF EQUIPMENT SHALL NOT EXCEED 30 DEGREES; CONVERGENCE DOWNSTREAM SHALL NOT EXCEED 30 DEGREES. E. PROVIDE EASEMENT WHERE LOW PRESSURE DUCTWORK CONFLICTS WITH PIPING AND STRUCTURE. WHERE EASEMENTS EXCEED 10 PERCENT DUCT AREA, SPLIT INTO TWO DUCTS CONTAINING ORIGINAL DUCT AREA, F. CONNECT FLEXIBLE DUCTS TO METAL DUCTS WITH DRAW BANDS OR ADHESIVE PLUS SHEET METAL SCREWS, G. USE CRIMP JOINTS WITH OR WITHOUT BEAD FOR JOINING ROUND DUCT SIZES 8 INCHES AND SMALLER WITH CRIMP IN DIRECTION OF AIR FLOW. 3.02 FIBROUS GLASS DUCTS A. FABRICATE AND INSTALL IN ACCORDANCE WITH SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS 5TH EDITION 1979, LATEST EDITION, EXCEPT AS INDICATED, B. MACHINE FABRICATE FIBROUS GLASS DUCTS AND FITTINGS. MAKE ONLY MINOR ON SITE MANUAL ADJUSTMENTS. C. STAPLE DUCT JOINTS AND TAPE WITH 3 INCH WIDE HEAT ACTIVATED CHEMICAL BONDING TAPE. D. DO NOT USE FIBROUS GLASS DUCTS WITHIN 12 INCHES OF ELECTRIC OR FUEL FIRED HEATERS. 3.03 LOCATE DUCTS WITH SUFFICIENT SPACE AROUND EQUIPMENT TO ALLOW NORMAL OPERATING AND MAINTENANCE ACTIVITIES. 3.04 DURING CONSTRUCTION, PROVIDE TEMPORARY CLOSURES OF METAL OR TAPED POLYETHYLENE ON OPEN DUCTWORK TO PREVENT CONSTRUCTION DUST FROM ENTERING DUCTWORK SYSTEM. PART 4 - INSULATION 4.01 INTERNAL A. GLASS FIBER; ANSI/ASTM C553, 1.5 LB./CU. FT, MINIMUM DENSITY. RUBBER IMPREGNATED AIR SIDE FOR MAXIMUM 4000 FPM AIR VELOCITY, MINIMUM R - VALUE OF 6.0, UNLESS DUCT IS INSTALLED IN MECHANICALLY COOLED SPACE OR BETWEEN FLOORS, IN WHICH CASE THE R - VALUE MAY BE 4.5. R - VALUES ARE TO BE DETERMINED AT 75 DEGREES F. 4.02 EXTERNAL A. FLEXIBLE OR RIGID GLASS FIBER; ANSI/ASTM C612 COMMERCIAL GRADE. MINIMUM R - VALUE OF 6.0, UNLESS DUCT IS INSTALLED IN MECHANICALLY COOLED SPACE OR BETWEEN FLOORS, IN WHICH CASE THE R - VALUE MAY BE 4.5. R - VALUES ARE TO BE DETERMINED AT 75 DEGREES F. B. INSULATION MATERIAL AND JACKETS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84. C. ADHESIVES: WATERPROOF FIRE -RETARDANT TYPE. D. LAGGING ADHESIVE: FIRE RESISTIVE -TO ASTM E84, NFPA'255, UL 723. E. IMPALE ANCHORS: GALVANIZED STEEL, 12 GAGE, SPOT WELDED OR SELF- ADHESIVE PAD. NO ANCHORS SHALL PENETRATE DUCT WALLS. F. JOINT TAPE: GLASS FIBER CLOTH, OPEN MESH. G. TIE WIRE: ANNEALED STEEL, 16 GAGE. 4.03 INSTALLATION - INSULATION A. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. EXTERIOR INSULATION APPLICATION: C. SECURE INSULATION WITH VAPOR BARRIER WITH WIRES AND SEAL JACKET JOINTS WITH VAPOR BARRIER ADHESIVE OR TAPE TO MATCH JACKET. D. SEAL VAPOR BARRIER PENETRATIONS BY MECHANICAL FASTENERS WITH VAPOR BARRIER ,ADHESIVE. E. INTERNAL APPLICATION: ADHERE INSULATION WITH ADHESIVE FOR 100 PERCENT COVERAGE. SECURE INSULATION WITH MECHANICAL FASTENERS ON 15 INCH CENTERS MAXIMUM ON TOP AND SIDE OF DUCTWORK WITH DIMENSION EXCEEDING 20 INCHES. SEAL AND SMOOTH JOINTS. DO NOT USE NAIL -TYPE FASTENERS. SEAL VAPOR BARRIER PENETRATIONS BY MECHANICAL FASTENERS WITH VAPOR BARRIER ADHESIVE. F. DUCTWORK DIMENSIONS INDICATED ARE NET INSIDE DIMENSIONS REQUIRED FOR AIR FLOW. INCREASE DUCTWORK TO ALLOW FOR INSULATION THICKNESS. 4.04 INSULATION SCHEDULE A. SUPPLY AND RETURN DUCTS SHALL BE FIBROUS GLASS OR SHALL BE INSULATED. B, INTERIOR EXHAUST DUCT FROM TOILET ROOMS AND DISHWASHER SHALL NOT REQUIRE INSULATION. PART 5 - HANGERS 5.01 ALL DUCT HANGERS IN DIRECT CONTACT WIT GALVANIZED DUCT SHALL BE GALVANIZED STEEL 5.02 DUCT HANGERS MAY BE DIRECTLY ATTACHED TO DUCTS. DUCTS SHALL BE HUNG BY ANGLES OR STRAPS AS LISTED IN THE FOLLOWING SCHEDULE. RODS, STRAPS OR ANGLES MAY BE USED IN TRAPEZE HANGERS. HANGERS SHALL BE IN ACCORDANCE WITH THE 1FOLLOWING SCHEDULE, EXCEPT THAT THERE SHALL BE NOT LESS THAN ONE SET OF HANGERS FOR EACH SECTION OF DUCTWORK, WHERE ELBOWS OR TEES ARE INSTALLED FOR CHANGES IN DIRECTION, HANGERS SHALL BE PROVIDED. NO DUCTWORK SHALL REST ON THE BUILDING STRUCTURAL SYSTEM. CROSS -SECTIONAL HANGER HANGER AREA STRAP ANGLE 0-1.5SQ. FT. 1"Xi/8' 1"xrX1/8' 1.6-3.0 SQ. FT. 1'X1/8' 1"X1"X1/8' 3.1-6.0 SQ. FL 3/16' X 1-1/2' 1' X 1' X 1/8" HANGER ROD HANGER SET SPACE DIAMETER MAXIMUM 3/8' 6'-0' 1/2" 8'-0' 5.03 WHERE TRAPEZE HANGERS ARE USED, THE BOTTOM OF THE DUCT SHALL BE SUPPORTED TO ANGLE SIZED AS FOLLOWS (FOR ROUND DUCTS, THE ANGLE SHALL CONFORM TO THE BOTTOM 120 DEGREES OF THE DUCT): DIAMETER OF DUCT WIDTH OF DUCT BOTTOM ANGLE SIZES 0' - 344 0' - 300 1' X 1" X 1 /8' 5.04 ' ALL HANGERS SHALL BE SUFFICIENTLY CROSS -BRACED ' TO ELIMINATE, IN THE OPINION OF THE ARCHITECT, EXCESSIVE SWAY. WHEREVER DUCTWORK CONTAINS FILTER SECTIONS, COILS, FANS OR OTHER HEAVY EQUIPMENT (EXCLUDING REGISTERS, GRILLES, DIFFUSERS, SPUTTER DAMPERS, ETC.) SUCH EQUIPMENT SHALL BE HUNG INDEPENDENTLY OF THE DUCTWORK, WITH RODS OR ANGLES OF SIZES ADEQUATE TO SUPPORT THE LOAD. PART 6 - PERMITTED DUCT MATERIAL USAGE USAGE MATERIAL HVAC SUPPLY do RETURN FIBROUS GLASS DUCT, INSULATED GALV. STEEL OR INSULATED FLEXIBLE TOILET EXHAUST GALVANIZED STEEL, NO INSULATION. END OF SECTION 16890 SECTION 15895 - DUCTWORK ACCESSORIES PART 1 - GENERAL 1.01 WORK INCLUDED: A. VOLUME CONTROL DAMPERS. B. BACKDRAFT DAMPERS., C. AIR TURNING DEVICES. D. FLEXIBLE DUCT CONNECTIONS. PART 2 - PRODUCTS 2.01 •.VOLUME CONTROL DAMPERS A. FABRICATE IN ACCORDANCE WITH SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS, AND AS INDICATED. AIR BALANCE, BARBER- COLMAN, CARNES, NATIONAL CONTROLLED AIR, RUSKIN, CESCO OR APPROVED EQUAL B. FABRICATE SINGLE BLADE DAMPERS FOR DUCT SIZES TO 12 INCH. C. FABRICATE MULTI -BLADE DAMPER OF OPPOSED BLADE PATTERN WITH MAXIMUM BLADE SIZES 12 X 72 INCH. ASSEMBLE CENTER AND EDGE CRIMPED BLADES IN PRIME COATED OR GALVANIZED CHANNEL FRAME WITH SUITABLE HARDWARE. D. EXCEPT IN ROUND DUCTWORK 12 INCHES AND SMALLER, PROVIDE END BEARINGS. ON MULTIPLE BLADE DAMPERS, PROVIDE OIL -IMPREGNATED NYLON OR SINTER® BRONZE BEARINGS. E. PROVIDE LOCKING, INDICATING QUADRANT REGULATORS ON SINGLE AND MULTI -BLADE DAMPERS. WHERE ROD LENGTHS EXCEED 30 INCHES PROVIDE REGULATOR AT BOTH ENDS. 2.02 BACKDRAFT DAMPERS: A. DAMPERS SHALL BE AIR BALANCE VENT COCK, ANEMOSTAT, RUSKIN, CESCO OR APPROVED EQUAL B. GRAVITY BACKDRAFT DAMPERS, SIZE 18 X 18 INCHES OR SMALLER, FURNISHED WITH AIR MOVING EQUIPMENT, MAY BE AIR MOVING EQUIPMENT MANUFACTURER'S STANDARD CONSTRUCTION. C. FABRICATE MULTI -BLADE, PARALLEL ACTION GRAVITY BALANCED BACKDRAFT DAMPERS OF 16 GAGE GALVANIZED STEEL, WITH CENTER PIVOTED BLADES OF MAXIMUM 6 INCH WIDTH, WITH FELT OR FLEXIBLE VINYL SEALED EDGES, LINKED TOGETHER IN RATTLE -FREE MANNER WITH 90 DEGREE STOP, STEEL BALL BEARINGS, AND PLATED STEEL PIVOT PIN; ADJUSTMENT DEVICE TO PERMIT SETTING FOR VARYING DIFFERENTIAL STATIC PRESSURE 2.03 AIR TURNING DEVICES: A. AIR TURNING VANES SHALL BE BARBER COLMAN, TUTU AND BAILEY, ANEMOSTAT, METALAIRE OR APPROVED EQUAL B. MULTI -BLADE DEVICE WITH BLADES ALIGNED IN SHORT DIMENSION; STEEL OR ALUMINUM CONSTRUCTION; WITH INDIVIDUALLY ADJUSTABLE BLADES, MOUNTING STRAPS. PROVIDE IN ALL SQUARE TURNS. 2.04 FLEXIBLE DUCT CONNECTIONS: A. SHALL BE VENT FABRIC 6' VENTGLAS, ANEMOSTAT, BARBER COLMAN OR APPROVED EQUAL B. FABRICATE IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS 1ST EDITION, 1985. C. UL LISTED FIRE -RETARDANT NEOPRENE COATED WOVEN GLASS FIBER FABRIC TO NFPA 90A, MINIMUM DENSITY 20 OZ. PER SQUARE YARD, APPROXIMATELY 6 INCHES WIDE, CRIMPED INTO METAL EDGING STRIP. PART 3 - EXECUTION 3.01 INSTALLATION A. INSTALL ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PROVIDE BALANCING DAMPERS AT POINTS ON LOW PRESSURE SUPPLY, RETURN, AND EXHAUST SYSTEMS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS AS REQUIRED FOR AIR BALANCING. C. PROVIDE FLEXIBLE CONNECTIONS IMMEDIATELY ADJACENT TO EQUIPMENT IN DUCTS ASSOCIATED WITH FANS AND MOTORIZED EQUIPMENT. NOT REQUIRED IF FIBROUS GLASS DUCT IS USED. END OF SECTION 15695 r DIVISION 16 — ELECTRICAL ; SECTION 16000 — ELECTRICAL WORK GENERAL PROVISIONS PART 1 — GENERAL PART 3— EXECUTION 1.01 DESCRIPTION OF WORK 2.09 METERING EQUIPMENT 3,01 APPARATUS IDENTIFICATION A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND A. MULTI —METERING EQUIPMENT SHALL BE SQUARE—D WALL MOUNTED.EZ METER —PACK OR EQUAL MANUFACTURED BY G.E. OR CUTLER —HAMMER. ALL MOTOR DISCONNECT OARS, CIRCUIT BREAKERS IN PARATUS OPERATING ELECTRICAL SYSTEM. COMPONENTS SHALL HAVE BEEN 'TESTED AND U.L USTED FOR USE . AS AN A USE, SWATCHES, STARTERS AND OTHER APPARATUS USED FOR THE OPERATION ; SWITCH B. CODES AND STANDARDS: ALL ELECTRICAL WORK SHAD_ BE IN STRICT INTEGRAL PART OF THE MULTI —METERING SYSTEM. OR CONTROL OF, CIRCUITS, APPUANCES OR EQUIPMENT SHALL BE PROPERLY IDENTIFIED BY MEANS OF ENGRAVED LAMINATED PLASTIC COMPUANCE WITH OSHA REQUIREMENTS, THE 1996 NATIONAL ELECTRIC' CODE, THE LOCAL COUNTY ELECTRICAL CODE AND POWER COMPANY B, ALL COMPONENTS SHALL BE FACTORY ASSEMBLED AND ALL CURRENT CARRYING PARTS SHALL BE PLATED BUS BARS. INDIVIDUAL UNITS SHALL DESCRIPTIVE NAMEPLATES MOUNTED ON THE APPARATUS USING PERMANENT IN ANY FORM ARE ACCEPTABLE IN ;THE STANDARDS. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS, BE CONSTRUCTED WITH AN INTEGRAL SUDING BOLT ASSEMBLY FOR A CONTACT CEMENT. CARDHOLDERS USING UNITS. AND SHALL BEAR THE UNDERWRITERS LABEL FOR ITS INTENDED USE. COMPLETELY BUSSED METER CENTER. C. PERMITS, FEES AND NOTICES: SECURE AND PAY FOR ALL REQUIRED BY FINAL INSPECTION CERTIFICATE(S) C. METER SOCKETS SHALL BE 4 JAW NON —CIRCUIT CLOSING TYPE WITH FIFTH 3.02 GROUNDING THE WORK OF THIS DIVISION. PROVIDE JAW PROVISIONS WHEN USED ON NETWORK SYSTEMS. SOCKETS SHALL BE A A SEPARATE GROUNDING CONDUCTOR, SIZED IN ACCORDANCE N.E.G. AS APPLICABLE. RATED AS NOTED ON THE DRAWINGS. METER SOCKET JAWS MUST BE CI TABLE 250-95 SHALL BE PROVIDED IN THE CONDUIT WITH THE CIRCUIT D. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. SPRING REINFORCED AND FRONT REMOVABLE. CONDUCTORS FOR ALL LIGHTING, POWER AND FEEDER CIRCUITS. NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK D. MAIN FUSIBLE SWITCH AND METER —BREAKER COMPONENTS SHALL BE OF 9• ALL ELECTRICAL EQUIPMENT ENCLOSURES AND CONDUCTOR ENCLOSURES REQUIRED TO COMPLY WITH EXISTING CONDITIONS. SUCH DESIGN TO PERMIT ARRANGEMENT TO ALLOW WIRING AT THE TOP SHALL BE GROUNDED. E. WORKMANSHIP SHALL MEET N.E.C.A. GUIDELINES. OR BOTTOM IN THE SAME ASSEMBLY. EQUIPMENT SHALL BE SO ARRANGED AS TO PERMIT THE INSTALLATION OF UNITS WITH DIFFERENT BRANCH 3.03 INSTALLATION: — F. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF RATINGS IN THE SAME METER CENTER. A. THE CONTRACTOR SHALL ADAPT HIS WORK TO JOB CONDITIONS AND MAKE ARCHITECT/ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS MUST E. THE METER CENTER SHALL BE U.L. USTED WITH AN INTEGRATED SUCH CHANGES AS REQUIRED AND PERMITTED BY THE ARCHITECT, SUCH BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN EQUIPMENT RATING EQUAL TO OR GREATER THAN THE AVAILABLE CURRENT AT THE METER CENTER (MINIMUM OF 42000 AMP AT 240 VOL77. AS MOVING HIS WORK TO CLEAR BEAMS, JOISTS, AND ADJUSTING HIS RISERS OR OTHER APPARATUS TO AVOID INTERFERENCES WITH WINDOWS WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN OBTAIN APPROVAL AND COORDINATE SHORT CIRCUIT CURRENT WITH AND OPENINGS; OR RASING OR LOWERING HIS WORK TO PERMIT THE WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE POWER COMPANY FOR METERING EQUIPMENT. PASSING OF DUCTWORK OR THE WORK OF OTHER TRADES; ALL AS REQUIRED OR AS JOB CONDITIONS DICTATE, WITHOUT ANY ADDITIONAL WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF 2.10 LOAD CENTERS COSTS TO THE OWNER. THE DRAWINGS AND SPECIFICATIONS. A. LOAD CENTERS SHALL BE SQUARE—D TYPE QO OR EQUAL UNITS B. EXAMINE AREAS AND CONDITIONS UNDER WAiICH WORK IS TO BE G. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL MANUFACTURED BY G.E. OR CUTLER —HAMMER. MAIN RATINGS AND BRANCH BREAKER RATINGS SHALL BE OF SIZE AND NUMBER AS INDICATED PERFORMED AND PRODUCTS ARE TO BE INSTALLED AND NOTIFY GENERAL CONTRACTOR IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER AND DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR 'THE CIRCUIT ON DRAWINGS. LOAD CENTERS SHALL BE PLUG—IN TYPE CONSTRUCTION. TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED ALL CURRENT CARRYING PARTS OF THE BUS ASSEMBLY SHALL BE PLATED. UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A BY THIS CONTRACTOR, THIS CONTRACTOR SHALL THOROUGHLY TERMINALS FOR FEEDER CONDUCTORS TO MAINS AND BRANCH NEUTRAL MANNER ACCEPTABLE TO THE INSTALLER. ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. SHALL BE U,L. USTED AS SUITABLE FOR THE TYPE OF CONDUCTOR SPECIFIED. THE LOAD CENTER BUS ASSEMBLY SHALL BE ENCLOSED IN A C. DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS DIVISION OR CAUSE NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE PLANS. STEEL CABINET. THE SIZE OF THE WIRING GUTTERS AND GAUGE STEEL SHALL BE IN ACCORDANCE WITH U.L. STANDARDS NO. 67 AND NO. 50. OTHER DIVISIONS OF WORK TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE ARCHITECT AND BY CONTRACTOR'S FAILURE TO FAMIUARIZE HIMSELF WITH THE FRONTS SHALL INCLUDE DOOR AND BE PROVIDED WITH A DIRECTORY FOR ALL OTHER AUTHORITIES HAVING JURISDICTION. 1.02 SUBMITTAL CIRCUIT IDENTIFICATION (TYPEWRITTEN). LOAD CENTER BOXES AND FRONTS SHALL HAVE CORROSION RESISTING PHOSPHATE TREATMENT AND D. ALL SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, SWITCHES, OUTLETS, SUBMIT FIVE (5) COPIES OR TECHNICAL INFORMATION ON ALL MAJOR MARK—UP PRINTS OF THE DESIGN DRAWINGS WITH BAKED ENAMEL FINISH. LOAD CENTERS SHALL BE U.L USTED AND MEET FEDERAL SPECIFICATION WP-115A AS TYPE 1, CLASS 2. COVIERPLATES,SIGNS, UGHTING FIXTURES, AND ANY AND ALL OTHER ELECTRICAL EQUIPMENT PROVIDED SHALL BE THOROUGHLY CLEANED OF EQUIPMENT IN BINDERS. RED PENCIL AS ITEMS ARE INSTALLED AND SUBMIT TWO COPIES SHOWING AN ACCURATE "AS —BUILT" RECORD OF THE ENTIRE SYSTEM. GIVE THE B. BRANCH CIRCUIT BREAKERS UP TO 150 AMPERES SHALL BE SQUARE—D ALL DIRT, OIL, CONCRETE, ETC. ANY DENTS, SCRATCHES OR OTHER VISIBLE BLEMISHES SHALL BE CORRECTED AND THE APPEARANCE AND CORROSION "UKE OWNER INSTRUCTIONS IN OPERATION OF THE SYSTEM. SECURE FROM THE TYPE QO, Q1 OR APPROVED EQUAL ALL BREAKERS SHALL BE PLUG—IN RESISTANCE OF THE EQUIPMENT MADE NEW', TO THE SATISFACTION OWNER A SIGNED MEMO STATING THAT TECHNICAL INFORMATION, AS— TYPE, TOGGLE ACTION WITH QUICK —MAKE, QUICK —BREAK MECHANISM. ALL OF THE ARCHITECT/ENGINEER. BUILT DRAWINGS AND INSTRUCTIONS IN OPERATION HAVE BEEN MULTI —POLE BREAKERS SHALL BE SINGLE —OPERATING HANDLE, COMMON — TRIP VARIETY. CIRCUIT BREAKERS SHALL BE U.L USTED AND MEET THE E. PERFORM ALL ADJUSTMENTS NECESSARY TO ENSURE PROPER SYSTEM RECEIVED. SUBMIT MEMO TO THE ARCHITECT. REQUIREMENTS OF FEDERAL SPEC. WC-3758, CLASS 1. OPERATION IN ACCORDANCE WITH MANUFACTURERS WRITTEN SERVICE ENTRANCE EQUIPMENT INSTRUCTIONS. PART 2 — PRODUCTS 211 SERVICE ENTRANCE EQUIPMENT F. INSTALL EQUIPMENT AT THE FOLLOWING MOUNTING HEIGHTS UNLESS ZOl CONDUIT A. METER SOCKETS: PROVIDE METER SOCKETS WHICH COMPLY WITH UNLESS NOTED ON PLANS. A. WHERE CONDUIT IS REQUIRED, BELOW GRADE , IT SHALL BE SCHEDULE REQUIREMENTS OF POWER COMPANY SUPPLYING ELECTRICAL POWER TO 1. SWATCHES — 48' AFF TO CENTERUNE 40 PVC. PROVIDE PUWNG IN UNES IN ALL EMPTY CONDUITS. SIZE SERVICE —ENTRANCE EQUIPMENT OF THIS BUILDING PROJECT. Z RECEPTACLES — 16' AFF UNLESS NOTED CONDUIT PER N.E.C. FOR ENCLOSED WIRING. B. OBTAIN INSTALLATION REQUIREMENTS FROM POWER COMPANY AND BE B. WHERE CONDUIT IS REQUIRED WITHIN UNITS, IT SHALL BE: GOVERNED ACCORDINGLY. COORDINATE LOCATIONS OF STUB UPS AND 3. RECEPTACLES ABOVE COUNTERS — 4" MIN ABOVE BACKSPLASH 1. WHERE EXPOSED TO PHYSICAL DAMAGE, RIGID OR INTERMEDIATE ROUTING PRIOR TO INSTALLATION. RELOCATE EQUIPMENT IMPROPERLY INSTALLED DUE TO LACK OF COORDINATION AT NO ADDITIONAL COST. 4. RANGE RECEPTACLES — 24' AFF METAL CONDUIT SHALL BE UTILIZED. 2. WHERE CONCEALED IN STRUCTURE OR CONCEALED BY FINISHES, EMT SHALL BE UTIUZED EXCEPT WHERE RIGID NONMETALLIC CONDUIT IS C. SURGE ARRESTORS: FURNISH AND INSTALL MAIN SECONDARY SERVICE 5. CLOTHES DRYER RECEPTACLES — 26' AFF PERMITTED BY LOCAL AUTHORITY. SURGE ARRESTORS ON UNE SIDE OF 'THE MAIN SWITCH. ARRESTOR SHALL BE 3—POLE, WITH 650 VOLTS MAXIMUM RATING. ARRESTOR SHALL PERMIT. 6. DISCONNECT SWITCHES — NOT LESS THAN 24' AFF OR AG AND NOT C. WHERE FLDQBIUTY IS REQUIRED AT MOTORS, FIXED APPUANCES AND A MAXIMUM DISCHARGE VOLTAGE OF 2.2. KV AT A 1.5KVA CURRENT LEVEL MORE THAN 6'-5" AFF OR AG TO TOP OF HANDLE, UGHTING FIXTURES; FLEXIBLE METAL CONDUIT SHALL BE UTIUZED. FLEXIBLE CONDUIT EXPOSED TO MOISTURE SHALL BE UQUID TIGHT FLEXIBLE UNIT SHALL BE SEALED IN AN EXTRUDED ALUMINUM HOUSING, COMPLETE WITH 18 INCH COPPER WIRE LEADS AND MOUNTING BRACKET ARRESTOR 7. LOAD CENTERS — TOP DEVICE HANDLE SHALL BE BELOW W-5' AFF METAL CONDUIT; EXCEPT WHERE UQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT SHALL BE JOSLYN NO. J9200-9 OR APPROVED EQUAL AND LOWEST HANDLE SHALL BE ABOVE 24' AFF. IS PERMITTED BY LOCAL AUTHORITY. D. GROUNDING SYSTEM: AT INCOMING SERVICE AND SEPARATELY DERIVED $, TELEPHONE AND TELEVISION OUTLETS —MOUNT TO CENTERLINE OF D. FITTING SHALL BE APPROVED AND U.L USTED FOR THE RACEWAY UTIUZED. SERVICE LOCATIONS, PROVIDE 3/4' X 20' COPPER CLAD GROUND RODS WITH ADJACENT DEVICES. GROUNDING ELECTRODE CONDUCTOR SIZED IN ACCORDANCE NTH NEC TABLE 250-94 TO ACHIEVE A MAXIMUM RESISTANCE OF 25 OHMS. BOND TO G. INSTALL FIRE ALARM DEVICES AT THE FOLLOWING MOUNTING HEIGHTS, INCOMING METAWC WATER SUPPLY. PROVIDE ADDITIONAL GROUNDS AS UNLESS NOTED ON PLANS. 202 CONDUCTORS REQUIRED BY NEC ART. 250-81 AND LOCAL AUTHORITY. A. ALL CONDUCTORS SHALL BE COPPER (#12 MIN.), THHN/THWN INSULATION. 1. SMOKE DETECTORS — COMPLY WITH THE N.E.C. ARTICLES 300 AND 310. ALL CONDUCTORS SHALL 2.12 DISCONNECT SWITCHES a. WALL —NOT LESS THAN 4" OR MORE THAN 12' BELOW CEILING BE NEW, FREE FROM KINKS AND OTHER DEFECTS WHEN INSTALLED. WHERE LOCAL AUTHORITIES PERMIT, ALUMINUM CONDUCTORS MAY BE A. SHALL BE GENERAL DUTY SAFETY SWITCHES WITH 100,000A SHORT CIRCUIT b. CEUNG — ON CEILING AT APPROXIMATE LOCATION INDICATED USED FOR SERVICE ENTRANCE AND PANEL FEEDERS AS INDICATED ON RATING, AND SHALL BE USTED IN ACCORDANCE WITH U.L 96. THE COVER RISER DIAGRAMS. SHALL BE INTERLOCKED SO THAT THE DOOR CANNOT BE OPENED WITH Z HORNS —MOUNT AT 7'-0' AFF UNLESS NOTED THE HANDLE IN THE 'ON' POSITION, EXCEPT BY THE INTENTIONAL 2.03 SUPPORTS OPERATION OF A CONCEALED RELEASE (DEFEATER) MECHANISM. PROVIDE 3. HORN/STROBES — MOUNT AT 6'-8" AFF FUSIBLE SWITCH FOR A/C UNITS AS PER U.L LISTING AND LOCAL CODE A. PROVIDE ALL SUPPORTS FOR MATERIAL AND EQUIPMENT. REQUIREMENTS. PROVIDE DUAL ELEMENT, TIME DELAY FUSES IN ALL 4, STROBES — MOUNT AT 6'-8" AFF FUSIBLE SWITCHES. • 204 COVER PLATES 2.13 ELECTRIC MOTOR AND EQUIPMENT WIRING END OF SECTION 16000 A. ALL PLATES SHALL BE IVORY PLASTIC. A PROVIDE, A COMPLETE BRANCH CIRCUIT WIRING, STARTER AND Z05 RECEPTACLES DISCONNECT SWITCH FOR ALL MOTOR DRIVEN EQUIPMENT. WHEN MOTOR DRIVEN EQUIPMENT IS PROVIDED WITH "PACKAGE' CONTROL PANEL WHICH A. PROVIDE STANDARD GRADE 15 AMP, 2 POLE, 3 WIRE, WITH BACK AND SIDE INCLUDES STARTER, THIS CONTRACTOR WILL NOT PROVIDE STARTER. WIRING CAPABIUTY AND SUITABLE FOR SPLIT CIRCUIT OPERATION. MOTOR CONNECTIONS SHALL BE MADE WITH FLEXIBLE CONDUIT. B. • GROUND FAULT INTERRUPTER: PROVIDE 'SPECIFICATION GRADE' DUPLEX 2.14 TELEPHONE PRENRING RECEPTACLES, GROUND FAULT CIRCUIT INTERRUPTERS (CFI), FEED—THRU TYPE, CAPABLE OF PROTECTING CONNECTED DOWNSTREAM RECEPTACLES A. PROVIDE ALL NECESSARY WIRING, BOXES AND RELATED ACCESSORIES ON SINGLE CIRCUIT, GROUNDING TYPE UL RATED CLASS A, 20 AMPERES REQUIRED BY LOCAL TELEPHONE COMPANY FOR COMPLETE PREWIRED RATING, 120 VOLTS, WITH SOUD STATE GROUND FAULT SENSING AND UNIT INSTALLATION OF TELEPHONE SERVICE TO TELEPHONE COMPANY SIGNALING, 5 MIWAMPERES GROUND FAULT TRIP LEVEL; AND EQUIP WITH INTERFACE. LOCAL TEST/RESET BUTTONS, 215 TELEVISION RECEPTION PREWRING 206 SWATCHES A. PROVIDE ALL NECESSARY WIRING, BOXES AND RELATED ACCESSORIES A. PROVIDE SILENT TYPE STANDARD GRADE 15 AMP, 120V FOR ALL SINGLE REQUIRED FOR COMPLETE PREWIRED INSTALLATION OF TELEVISION POLE, DOUBLE POLE, THREE—WAY AND FOUR—WAY SWITCHES. RECEPTION SERVICE TO EACH UNIT. Z07 UGHTING FIXTURES 2.16 RESIDENTIAL UNIT DETECTORS A. FIXTURE SCHEDULE SHOWS REQUIRED TYPE OF FIXTURES ONLY. A. SMOKE DETECTORS SHALL BE PHOTO —ELECTRIC TYPE WITH LOCAL ALARM DETERMINE MODIFICATIONS REQUIRED TO MAKE FIXTURES SUITABLE FOR SUITABLE FOR 120VAC OPERATION. CEIUNGS AS INSTALLED, AND FURNISH FIXTURES ADAPTED TO THE CEIUNG USED. FIXTURES SHALL BE U.L. APPROVED. THIS CONTRACTOR B, CARBON MONOXIDE DETECTOR, RESIDENTIAL SINGLE STATION SUITABLE FOR SHALL PROTECT THE FIXTURES AND LAMPS AND SHALL REPLACE BROKEN OPERATION WITH SMOKE DETECTOR AND FOR 120 VAC OPERATION PARTS, ALL LENSES AND LOUVERS IN ANY AREA SHALL BE CLEANED WITH BATTERY BACKUP. AFTER ALL TRADES HAVE COMPLETED THEIR WORK IN THAT AREA PROVIDE NEW LAMPS FOR ALL UGHTING FIXTURES: Z08 BALLASTS A. BALLASTS FOR FLUORESCENT FIXTURES SHALL BE U.L. CLASS P, HIGH POWER FACTOR, RAPID START TYPE WITH CBM APPROVAL WHERE APPUCABLE. BALLASTS SHALL BE "A' SOUND RATING EXCEPT WHERE THIS RATING IS NOT AVAILABLE (E.G., BALLASTS FOR HIGH OUTPUT LAMP) IN WHICH CASE THE RATING SHALL BE THE BEST AVAILABLE. ALL FLUORESCENT BALLASTS SHALL BE THE ENERGY SAVING TYPE rn cn c 00 Qco. tri Co >Z l W J W V < J ¢ . REVISIONS BY 'REKNIT BET . 1 I { Ti .i ,I r' is �" ;� �;� c. k � �� `'� �,�+4 i r 1.�j r in, a �' ' i ; a � �'.. •. � .. _ •'�., :i. ..fir. 1 t. r rr HY.A.C. KEYNOTES, ❑I eO GALVANIZED STEEL. DRYER VENT AND WEATHERPROOF VINYL DISCHARGE LOUVER. PROVIDE BACK DRAFT DAMPER. ROUTE WITHIN JOIST SPACE TO EXTERIOR WALL TERMINATE WITH DISCHARGE CAP. ROUTE EXHAUST UP TO BETWEEN FLOOR JOISTS AND ROUTE WITHIN JOIST SPACING TO EXTERIOR WALL SEE DETAIL 7/M-4.1. 0 4*0 EXHAUST DUCT FROM EXHAUST FAN. ROUTE WITHIN JOIST SPACE AND TERMINATE AT EXTERIOR WALL WITH DISCHARGE CAP. ❑3 REFRIGERANT AND CONDENSATE DRAIN LINES DOWN. REFER TO BUILDING PLANS FOR CONTINUATION, ® AHU MOUNTED ON PLATFORM. REFER TO DETAIL 6/M-4.1. EflAREA OF DROPPED CEILING FOR DUCTWORK. REFER TO ARCHITECTURAL DRAWINGS. ©PROVIDE 3/44INSULATED COPPER HOT WATER SUPPLY AND RETURN LINES BETWEEN WATER HEATER AND AHU. PROVIDE ISOLATION VALVES AT WATER HEATER FOR SPACE HEATING. PROVIDE COMBUSTION AIR VENT FOR WATER HEATER, SEE DETAIL ® PROVIDE 12' X 124 HIGH/LOW COMBUSTION AIR LOUVERS, (1) MOUNTED AT 12 BELOW CEILING AND (1) MOUNTED AT 12 A.F.F. MINIMUM FREE AREA OF EACH OPENING 60 SO. INCHES. PROVIDE FIRE DAMPER BEHIND EACH LOUVER. TYPICAL FOR EACH DOOR. ❑9 4"0 COMBUSTION AIR VENT UP IN CHASE TO ROOF DISCHARGE CAP. N Ln 6i CQ � I o CD 00 00 �� II V-) r- O C) O 6 W Q U7 Z 1— F— wv,o -J Q J Ln Q; 0 ro CD CC c �ID II (D0 cl .. Q � 4 W LE_ V W V) C -L l-i J O 4-0 j. 9„4RD i0 E: - . RD 9 0 .- � t 9. 811 4 _ 4„4 • La' , AHU--D-D .►— j RD ... q, is.. ... ' RD RD s/ RD gg j 4 : 2 raj i ;, 3 Z„4 Y a, E 4' 1 .. , * f - { f u t RD 7 4 @ r�� _•� .5 E j E ✓r y t a s . RD ' i E r. r C s ! ........ _.. ........ r:: 1 c i K�'f.f.".....s.. 1 y is i � � a 8 ES E M.A.C.KEYNOTE 6 7 , 3._. 0 AL_ NOTES: GENERAL 4'0 GALVANIZED STEEL DRYER VENT AND WEATHERPROOF VINYL ;; j `• '� DISCHARGE LOUVER. PROVIDE BACK DRAFT DAMPER. ROUTE ;£ y WITHIN JOIST SPACE TO EXTERIOR WALL. TERMINATE WITH (t 1. COORDINATE DUCT ROUTING WITH LOCATION OF ELECTRICAL DISCHARGE CAP. ROUTE EXHAUST UP TO BETWEEN FLOOR JOISTS ' PANELS, LIGHT FIXTURES, PLUMBING PIPING, ETC. ' AND ROUTE WITHIN JOIST SPACING TO EXTERIOR WALL SEE " " _ 8 ; . . I DETAIL 7/M-4.1. ., 2 COORDINATE FINISH OF ALL EXTERIOR DISCHARGE CAPS/ LOUVERS ' WITH ARCHITECT. PRIME AND PAINT TO MATCH ADJACENT t E SURFACES. 2 4"4 EXHAUST DUCT FROM EXHAUST FAN. ROUTE WITHIN JOIST SPACE AND TERMINATE AT EXTERIOR' WALL WITH DISCHARGE CAP. 3 ' 3. ALL DOORS TO BEDROOMS AND TOILETS SHALL BE UNDERCUT FIN DOWN. REFER T } REFRIGERANT AND CONDENSATE DRAIN E5 0 0 1 2 CONTINUATION. F � / 3 BUILDING PLANS FOR 4. ROUTE SEPARATE DRYER AND EXHAUST DUCTS FOR EACH FLOOR. ❑ HY.A.C.LOt�R PLAN - UNIT 4 AHU MOUNTED ON PLATFORM. REFER TO DETAIL 6/M-4.1. 5. UNLESS NOTED OTHERWISE, ROUTE ALL DUCTWORK IN DROPPED SOFFIT SPACES. ❑ AREA OF DROPPED CEILING FOR DUCTWORK. REFER TO SCALE. 1/4°=��-O" ARCHITECTURAL DRAWINGS. 10 6. CONTRACTOR SHALL NOT REDUCE DUCT SIZES. ❑ 6 PROVIDE 3/4'INSULATED COPPER HOT WATER SUPPLY AND RETURN LINES BETWEEN WATER HEATER AND AHU, PROVIDE ISOLATION VALVES AT WATER HEATER FOR SPACE HEATING. HN.A.C. FLOOD PLAN -~ UNIT D (� 5RMVI41 COMBUSTION AIR VENT FOR WATER.HEATER, SEE DETAIL SCALE: 1 /4 1 0 - -- - — — — -o DRAWN Q E.1 -D u GHEGKED J.L-S DATE ' 5GALE 1/4' Joe No: 00 -005 o SHEET �! z F< , t M CD c� o) °O �0� 00 o G Q Q Ci v LLJVV)C n I CONCRETE COVER.WITH HANDLE 3RADE `- 36" LONG X 24" DIA. PVC CONDENSATE �-CONCRETE PIPE DRAIN PIPE 6„ Q a° QpQ Q Q Q Q PROVIDE 18" O Q p pOF 1* GRADED p Q WASHED 618" GRAVEL Q � � � �Q � � p � Q p d � op�0 Q 0 pQ DRYWELL DETAIL M-4.1 NTS PROVIDE ANGLES WALL � AT TOP & ,SIDES LOUVER FRAME ( I I I T�� 45' I I LOUVER I DUCT AS SHOWN ON PLANS I I WATERTIGHT GALVANIZED CAULK AIRTIGH� STEEL PLENUM, INSTALLED ALL AROUND FOR INTAKE LOUVERS. wALL 2 WALL LOUVER DETAIL M-4.1 NTS RAIN PROOF, UL LISTED TERMINATE AT LEAST 3' ABOVE VENT CAP, PENN OMEGA ROOF PENETRATION AND AT LEAST OR ENGINEER APPROVED 2' ABOVE ANY ROOF OR OBJECT EQUIVALENT, NO SCREEN WITHIN 10' OR DAMPER SHINGLES SEAL AROUND COLLAR AND FLASHINGS SHINGLES AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. ROUTE WITHIN CHASE TO 12„ EXTENTION PIPE WITH ROOF. THREADED CAP AT END. VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) � CAP WITH DRILLED HOLE 45' ELLS • (NO 90' PERMITTED) � �" - 4". CLASS B DOUBLE -WALL ALUMINUM VENT PIPE - 2" MIN. F4. \ PITCH TO OFFSET LINE FRICTION MINIMUM 1 /8" PER FOOT CONDENSATE TRAP DETAIL N.T.S. WATER HEATER VENT DETAIL SPLIT SYSTEM A/C UNIT SCHEDULE MARK E.S.P. CFM N. WC FAN HP QTY. V/PH COOLING MBH FLA TC SHC HEATING COND, FAN QTY. V/PH FLA QTY, TOTAL COMPRESSOR V/PH RLA LRA EQUAL TO MFG. MODEL N0, NOTES _ AC 1/CU-A 575 0.3 1 3 1 120/1 / 6.5 17.2 12.3 14.4 9 120 EWT 1 208/1 0.5 1 208/1 8.6 49.0 FIRST CO./CARRIER 1BRAQ-2/38TKBOIB (IX2)(3)(4)(5) AC-8 /CU-B 825 0.2 1/3 1 120/1 6.5 22.4 16,2 16.8 ®120 EWT i 208/1 0.5 1 208/1 11,2 61.0 FIRST CO,/CARRIER 24RAQ-2/38TK6024 , (1)(2)(3)(4)(5) _ AC C/CU-C 975 0 3 1 3 1 120/1 / 6.5 28.0 20.4 30.7 Q 120 EWT 1 208/1 0.8 1 208/1 13.7 75.0 FIRST CO./CARRIER 30RAQ-3/3BTK6030 (1)(2)(3)(4)(5) _ AC-D/CUD 1175 0,2 1 3 1 120/1 / 6.5 28.0 21.3 30.7 0120 EWT 1.' 208/1 0.8 1 208/1 13.7 75.0 FIRST CO./CARRIER 30RAQ-3/38TKBO30 (1)(2)(3)(4)(5) NOTES: 1) PROVIDE WITH LOUVERED WALL PANEL AND HANGING BRACKET. 2 PROVIDE WITH 3 PROVIDE WITH TDR-90 TIME DELAY RELAY. HEATING/COOLING THERMOSTAT 4 SEER OF 10 OR'ABOVE. (5) PROVIDE AHU WITH FLOW CONTROL MODULE PURGE VALVE. CIRC. PUMP SHALL BE ALL. INCLUDING CHECK VALVE AND AIR BRONZE CONSTRUCTION FOR POTABLE WATER. SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM AND CAULK WEATHERTIGHT. EXTEND PVC 4" PROVIDE FOAM PLUG -CUT ABOVE PAD LIQUID UNE FLUSH AT CONDUIT ENTRANCE /. APPLY TWO COATS OF VINYL - OR PACK WITH ROCK WOOL- LACQUER FINISH OR PROVIDE INSULATE ENTIRE INSIDE' ' ' OUTSIDE ALUMINUM JACKET ON ALL LENGTH OF SUCTION -F- EXTERIOR EXPOSED INSULATION LINE SLAB LONG SWEEP 90' ELBOW SLEEVE CONDENSING UNIT PAD PVC CONDUIT WITH SOLVENT 45' BEND WELDED JOINTS. 4' FOR UP TO ONE SET OF REFRIGERANT LINES. 6" FOR UP TO 3 SETS OF LINES, 3 REFRIGERANT PIPING M-4.1 N.T.S. , JOIST SPACE OR ATTIC -►--- SUPPLY AIR DUCT 10" CLEAR DROPPED CQLNG ......, _....... ......1. ...._ .. .... 4" MIN. i MOUNTING BRACKET �- `'�-- LOUVERED SOOR BY OTHER TRADES. k` I i s AHU a FRONT RETURN AND FULL FRONT ACCESS AHU. { 1!! Z � f t ' i FIRESTAT ., F s I 4 MIN. E 3 PROVIDE SECONDARY DRAIN WITH FLOAT SWITCH WITHIN PAN 3 TO DISABLE AHU SHOULD PAN FILL WITH WATER. 1 1 � 9 It �I 1/2" PLYWOOD PLATFORM MIN SUPPORTED ON 3 SIDES BY 1 $ I X 2' S ANCHORED TO WALL ; l STUDS. € 3 FLOOR { I' �,....... .._. • _ ............................. 4 f CLOSET MOUNT AHU DETAIL 4 1 N.T.S. FAN SCHEDULE FAN MOTOR EQUAL TO MARK SERVICE TYPE E.S.P. CFM IN) DRIVE SONES AMPS V/s� MFG. MODEL NO TES EF-1 BATHROOM CEILING 80 0.25 DIRECT 2.5 0.6 120/1 NUTONE 671R (1)(2)(3)(4)(5) NOTES; 1 PROVIDE DISCONNECT SWITCH MOUNTED AT THE UNIT. 2 PROVIDE WITH BACKDRAFT DAMPER. 3 CONTROL WITH ROOM LIGHTS. 4 PROVIDE WITH WHITE OR OFF-WHITE CEILING GRILLE AS APPLICABLE. 5 PROVIDE WITH WALL DISCHARGE CAP. SYSTEM NO. FC7001 (FORMERLY SYSTEM NO. 169) F RATING - 1 HOUR 16 T RATING - 1/2 HOUR 1A ....... 1 1 5) I 5< S 2 1 C O INTERSTITIAL SPACE/ ..... '*'\.-BATHRROM DROP SOFFIT EXHAUST FAN 1. FLOOR -CEILING ASSEMBLY - THE FIRE -RATED WOOD JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN DESIGN NO. L501, L512, L537 IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW. A. FLOOR SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEIUNG DESIGN, MAX. DIAM. OF OPENING IS 5 IN. 9. WOOD JOISTS - NOM 2 BY 10 IN. LUMBER JOISTS SPACED 16 IN. OC WITH NOM 1 BY 3 IN. LUMBER BRIDGING AND WITH ENDS FIRE STOPPED. C. WALLBOARD GYPSUM - NOM 4 FT. WIDE BY 5/8 IN., THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. 2. STEEL VENT DUCT - NOM 10 IN. DIAM (OR SMALLER) N0. 28 GAUCE (OR HEAVIER) GALV STEEL. VENT DUCT. DIAM OF OPENING TO BE MAX 1/2 IN. LARGER THAN OUTSIDE DIAM OF STEEL VENT DUCT. STEEL VENT DUCT TO BE INSTALLED' APPROX MIDWAY BETWEEN WOOD JOISTS AND CENTERED IN CIRCULAR OPENINGS SUCH THAT A MAX 1/4 IN. ANNULAR SPACE IS PRESENT AROUND ITS PERIMETER AT EACH THROUGH OPENING LOCATION. 3. FILI., VOID OR CAVITY MATERIALS -CAUL( - CAULK FILL MATERIAL FORCED INTO ANNULAR SPACES TO FILL SPACES TO MAX EXTENT POSSIBLE AND WITH A MIN 1/4 IN. HIGH BY 3/8 IN. WIDE BEAD OF CAULK APPLIED TO THE PERIMETER OF THE STEEL VENT DUCT AS ITS EGRESS FROM THE FINISH FLOOR AND CEILING OR SOLE AND TOP PLATES OF CHASE WALL CEILING ASSEMBLY 7 PENETRATION DETAIL M-4.1 N.T.S. r � e - HY A WELEC. KEYNOTES: 0 . PVC CONDENSATE DRAIN LINE. ' ROUTE FROM AHU WITH TRAP, DOWN IN WALL, AND BELOW GRADE TO DRYWELL DRAIN. JOIN TO DRAINS OF AHU'S ABOVE WITH "Y' TYPE FITTING, 1-1/4' AT EACH AHU, 2' WHERE DRAIN JOINS. INSULATE WHERE INSIDE BUILDING. REFER TO DETAIL 3/M-4.1 FOR CONDENSATE TRAP DETAIL. REFRIGERANT LINES. INSULATE SUCTION. ROUTE FROM AHU, DOWN IN WALL, BELOW GRADE, AND UP THRU CU PAD. ROUTE IN 4' PVC BELOW GRADE. SEAL STUB -UP OF THE PVC AT THE CU PAD WITH FOAM AND CAULK. PROTECT EXPOSED INSULATION WITH 2 COATS OF VINYL LACQUER FINISH. REFER TO DETAIL 4/M-4.1 FOR REFRIGERANT PIPING DETAIL. SIZE AND INSULATE PER MANUFACTURER'S RECOMMENDATIONS. �3 DRYWELL DRAIN. REFER TO DETAIL 1/M-4.1 4' THICK CONCRETE HOUSEKEEPING PAD. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 6' ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB -UP. PLACE CU AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU SECURELY TO PAD. METER CENTERS AND HOUSE PANELS ARE TO BE LOCATED, AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND' ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL F6 PROVIDE NEMA 3R DISCONNECT SWITCHES FOR ALL CONDENSER UNITS AS FOLLOWS: CU-A 20A/2P FUSED AT 15 AMPS CU-B 20A/2P FUSED AT 20 AMPS CU-C 20A/2P FUSED AT 20 AMPS CU-D 20A/2P FUSED AT 20 AMPS a EXTEND 1" CONDUIT UP TO JUNCTION IN EACH UNIT WATER HEATER ROOM. REFER TO UNIT PLANS. YGENERAL N _ �- 3 3 ALL HVAC EQUIPMENT SHALL BE INSTALLED PER MFG. RECOMMENDATIONS AND REQUIREMENTS. COORDINATE WITH MFG. r 1 r 4 DRYWELL �I 1 ' DRYWEII 2. ALL DUCTWORK MATERIALS SHALL COMPLY WITH MINIMUM f. REQUIREMENTS OF FLORIDA ENERGY CODE. Eh& . (I(Sh .,, . :;,; a 3. ALL FIBERGLASS DUCT BOARD SHALL BE SEALED WITH SS FAB h •z = 1. AND MASTIC. C) C� I o a> c� II 00 0 G J LiJ Q czi V) w (n o -J Q J Q L. W .a n V) 0 P-4 LO ' . , . o w o a Wz+ F-1 • ` H n, I Y, . '. _. .l a � .- • +- ..: ":,.u. l .: .'. . �' .,-s. : . t ti" L ✓ '� + r err*� t SS f t a r REVI,.SIONS. BY. , • r r 6ET a � r; , r Y ` .• , Y , I� r SCALE: O ' r ,. I:� I , •/ o } STORY It err y.. '.. .,:.. "'. '. .( -,r .: � .r , i -., ,� ,. .� .. •: I' 1 A 1., Q 0" - , r r r� �• a 0 r i r • „ , , , , „ , ln- , , , u. , f.. , , r , , v, , , r /� v : : L E NE�ERS G� 11KI�N , F ,L ,.. , �y±� ... • �ird1 OI�DO FT P Chll • Qom. .. ... ;' +. : r..� - .' v , ,. I .: : -, ,.. , ,, '' ' .'. , , •-SUf1E 1 AITAMONiE ROfiPA,'3T101 4T7 Nf00P1NQ LQOP Qtb, SPRt1A6�, i ,- , i r , FNL' • ' cn W .., J ail lE f4 FT. PM FL:OHDA 4490 1 b;f 1 x «e,J , .. , ,. r ;.' ... , ,. .. .. .i , .: 5 ,: Y '. '. .,. : ':. a ..' ': -.. ', 'i ,.� is �. .. r -, ,'�.. :.. .; ",... .:. .... ',. � ., a Iyd•� :. Lj .,. I r.:. , , r ,- , a .:.. . .. : .+i ,. ,. r .. .'' ,.. _ r ,. .,.,. � , ,.''.,. i.-:.'.. :. , ,. ,� •: ,, ,. @ FONE+T tN.IS BLSA. 9HIE WEST.P FWftDA J3406 . • SOCIATES rn , t , : m Q- ' ,.. '.: 9•r I, ,: .. 'i F--I .. ':.. I '. .: :,.. i „ , ,-. ... r -, , � . :. .... a .., :'..'. t ry. r^ 1 , r , e '. t .: .. ,( .. 'r ., .: ;' '. .. ♦ M r , :' , ..r. .{. I 1 ., •c4. 5., -..' t. :', •In:a rY :_p5" 1 •r. p i c.'S.. ass; �. 3. ..rl'•..n:,..�' �� s- ._ ...._, . ,. ,...., .. , ... ..:. ... ... I ::... <.. _... .. :_:.A 1, "I ini` v y J -7777-7-77 7777-- -7, Is s 5 6 Y-1 s Is t, V so A, P., co 4.44 P-1 . cI­� cr) r'l �, � 0 I,, CD CD (D —7 P4 ........ .. ........ . C) st0 P-4 ..... .. ..... .. soo"I .. ....... .. .... .... .. .. ... .. ........ . . . ......... . ...... ..... .. WC Wco t1c, Wco 4" . ......... ...... WC wC WCO 4 P 3. P s3.1 t . . ...... ..... A I ............ ......... . . .. .... ...... . .... . ....... .......... .. ....... . - 4 4* Wco .. ... ..... WCO ........... ........... .. I .. ........... WC' wco . ....... ........ .......... .. .. ..... ... . . . . . . . . . . . . . . . . . . ....... ... ....... ........ .. . P .713 1 41 24 CW L-NOTESss ? U.G 2 cW ssss�"/cw u 0 24 CW 2 .... . ..... 2* CW 4 4 CIO CW U.0 ... ............ .......... s'WITH FLORIDA ENERGY EFFICIENCY CODE. 1. 'INSULATE HOT AND COLD WATER IN ACCORDANCE o 00 f 7 9 7 IE I I .., 7 2. METAWC PIPING SHALL BE INSTALLED IN FIRE RATED 2" CW U.G. WALL. (TYPICAL) sL Z Z 3 IL f j- t0 z PLU MBING KEY. NOTES 31 SANITARY WASTE PIPING BELOW OWE, OU! 6—o" —WAY 2—WAY FROM BUILDING WALL FOR CONNECTION, REFER TO CIVIL 2 SITE DRAWINGS. TH SHUT—OFF VALVE IN ED DOMESTIC WATER SERVICE M SERVICE BOX WITH CAST IRON COVER. FOR CONT. z REFER TO CIVIL SITE DRAWINGS. CONNECf 3/4 CWAOM FIRST FLOOR UNIT TO HB "AT THIS POINT. REFER TO THIS UNIT WATER RISER DIAGRAM CN SHEET P6.01. TYPICAL COLD WATER JOINT/I SEE DETAIL ON SHEET P6.01. 1* TEMPERATURE AND,PRESSURE RELILF0D DRAIN BUILDING-:, -FYPE �3 PLUMBING PLAN PAN DRAIN DISCHARGE. REFER DETAIL 4/1 SCALE: 1/8 GAS COMPANY. i 'wGAS MEf6S* AND SERVICE BY LOCAL (2 STORY) ID] CONTRACTOR SHALL PROVIDE AND INSTALL ANY' -ADDITIONAL SHUT—OFF VALVES,'PRVS, METER LOOP lu A?dn Amy nTwi:p rnuPnNvml'q REWIRED BY LOCj GAS COMPANY OR CITY. %ffnIry nAc- lArTro Unliki'MUN- UE'IrUT UATU InPAI f%AC .. ♦ t r .. ... .. ,, ,. V _ r n ,.. r esd r. ... F .. .- : { t ♦♦. 'r: '. ,. :. .... ";. .. Y;. r,. �. 1. ': a "� .. ... , ... ...�.. •.'Ja... yy • ,...- :r .. _ ;, .,,:. r. .r .. _.. ,: ,-. '. .. -, ,.I. I t .. „a.. ,..',: .. ONE VISIONS �Y1 : w roET �rl ,PERMIT f , 1 ♦ A i .. .. , , ,. .. , .:. .4 is ..: _' .. , •, G; r' r r , e fit' 1 ; r k: v. ry x , , , • , u : r ( r I r i : - r , 7 s ... -... .. ,.. .. .. __. - ��.. _ _—.__ .. fib' . ♦ ;f ,.. .... V. c ... .... ..... ..._.-- _. -.. � .. :,..,. �Y �.. :. .. jam..• .. -�:.' <.x i"-: :�K� _� ,. �' .,,t `-�., it, .- .. �• `�� _ _ .. i u i i a , u Z +s i - i ,. , t i , i "s :.0 r CD C) Q 00 CV CF) O O CT) J Q V) N +Q I% ¢J n ) r '� '') „ S a '1 :. �.. .. n' _ 1� 1... ,.. ..f T .. -f .. , N > , .. ... :'i '.. .-. -i . ia- ♦ '> i!,.V .r 1 ,'ql']P �.� L8V- 2�,`P%-� VWC-1 „ t w . 'f • „ ....- , ,d.. . I,. ,. ', . .•.1 .. , '.,'.: L' kepi, ,,y� i yr':r a I i •It 'I 9y I { i I'r 1 1 - - ■ I I : , , . , I L I ( u _LLIEU OFTL I ( L—_J 1 ANK Is ACCPETED BY r \ \ rl I I 11-.- -.I I l I I ■ I f°- t66 O ... MARK FIXT WC-1 WATER CLOSET LAV-1 LAVATORY BT-1 BATHTUB S-1 SINK WCO-1 WALL'CLEAN-OU ECO-1 EXTERIOR CLEAN FCO-1 FLOOR CLEAN-0 HB-1 HOSE BIBB IMB-1 ICE MAKER BOX WM--1 WASHING MACD > { FIXTURE -CONNECTION SCHEDULE .A 6_ ITEM - DESCRIPTION WASTE TRAP. VENT . , ' C.W. H.W. REMARKS -WC-1 WATER CLOSET 4” X 3" INTEG., 2" a 1/2" LAV-1` LAVATORY 2" 1-1/4" '1-1/2" 1/2„ 1/2" BT-;1 BATH TUB 2".; 1-1/2" 171�i A/2„ 1/2„ S-1 SINK 2" 1-1/2": 1-1/2" 1/2" 1/2" WM-1 SUPPLY AND "DRAIN UNIT 2" 2" 211 ' .1/2" 1/2" ICE UTILITY BOX - - 1/2" _ FOR ICE MAKER NOTES: 1.. -THIS FIXTURESHALL B IN STALLED N ST ALLFD IN ACCORDANCE R D WITH FEDERAL, STATE AND LOCAL ACCESSIBILITY CODE REQUIREMENTS FOR INDIVIDUALS WITH PHYSICAL IMPAIRMENTS. PLUMBING CONTRACTOR SHALLCOORDINATE THE NUMBER AND LOCATION OF 2 UNI.TS REQUIRING ',2. HANDICAPPED FIXTURES INSTALLATION WITH THIS PROJECT. WATER HEATER SCHEDULE MARK GWH-1 GWH-2 . MANUFACTURER STATE STATE ,MODEL NO, SEV-40—NXQTL. SEV-50—NXQ TL TYPE GAS OAS GALLONS STORAGE 40' 50 DIMENSIONS 31 1/2" TALL X 22" 0 31-1/2" TALL X 24"' . BTUH INPUT 55,000 h 55,000 GPN RECOVERY. ® 90' QT 63 63 NOTES: 1. PROVIDE ALL GAUGES, HEAT TRAPS, THERMOSTATS, TEMPERATURE AND PRESSURE- RELIEF. E .VALVE AND SHUT-OFF VALVES AS REQUIRED BY.LOCAL'CODES AND MANUFACTURERS RECOMMENDATIONS. 2. PROVIDE 2' MIN. DEEP HIGH IMPACT PLASTIC 'OR 24 GAUGE GALVANIZED STEEL SAFETY PAN 0� �s Q 'o 7 ;p DRAWN. : i f- y + . ' 9 GHEOKED KK , sa3,1(d ,� nn H# , ,7 • 0 50ALE , I „., N , �TS U JOB NO ,o er: •n T. SHEET. 5 ;, r, : L 71/1PG ENGINLeEW H ;f a 11 , •. , I M1 _. }r .• , 4 Wllf. --ma�yy urK-N 14pOP 19?b, AlriN10MTE SFRfIG$ FL.fflIDA J2 m bpi t Q _ (4Q1) () 3JZ-b110 FAIL 3J2-T104 U W 4 • - 131 N. ?ND 3T4 SUf1E M FT Q p ra 1 ,.: , r 2�fl � BEAgI fIGRIDA AL4 5340bTES ASSOCIA t Q , , 963 9900 FM / a. ', 1 .. '..- SST.... ,.: ', i 'f. r1 Y ,. r f - b ... .. •.' r ... .. ., i..l ',•.. a ,' ... 1. a :.. :. ,. r„ .. �. , >.: , , •. ..: _. -_ f .., :, ... .. :. .. ,'¢i. .. �.- •i , .. • v , • .. :-� , � . ! -rr ': t.. r. .. .... ,-.,. ,4 .ir ---...._...__-_ ..,. ..... .., :. .. r; .: ., ,. •, §�. :.. , , : ,. a : .... :r,. r.F .. .' e i' ,c., sY b.. lre. 1,. b'rt. .;.. ,,y,. �•• DRAW N CHECKED "0-001, SCALE 00:00D 5HEETcr ,t'. f. , Si, ;. .. ,.. :...,.. : „. ... .. ,. ... a .. .. .�....z,• r. .., ... :-r : .. >. .. t m.w: ,._d f, 4i!(Rc. ". .. .::., -.r .. r f. ,., .. :. Y r .. ... r ,c M .. .. _e- ,. .. ,.. .. .- , r.. .,. 1 ,.., .4 > , �.., .. +. , ... .. - , .z r ,. �^' r .. n. a.. , r.. .:..I. d... : ... M,. � ., '.:.. �...1� ..r: .- A .. a °r„ .. 1., .x✓.. �,a .' :. ., _a :. . r..4 .., r ... V, • f : ., .., _ ,. y,�y ) .. , krt.K^ '9 r .. ,. :' ,: ., .:" .,- r� , 3. ... •{+r i 4, , p. r. .. .... h ,- .. t-... y,,,,� ) e '. .. , i Y, r .. ... . ', 0. e ... t .. ,.. ,', , . . J%S .... ?'P"i.i i. ,. : + J:"' -ELP i,. r rt+:`` 1 � :. T' IP'. I. r � r, d 1 � ,. .+, 4.. .. ,. r .. i, ., "M .. «: t., �1'' J _ :-. ,:: :. 4 £ :: .. ,+" L,. e.. .,. .,..z -f� r _..«:.:.. .: ,r. r .. ,.. ., «.' i � .P f , . :� .. :� r v ., 1 ix ?,- •fit. :;r. , 4., !, +V' 1' 1, 2 a.4 �•J' i.Y:,•, .. "t •''.. t 1 �• Y4. :�... tit•{ ter S"� ,- ✓ ,. 1%J .. : .� .. .. M .. � ..r l., :.'� ,. '.: :. ,t , M, , .. .. .r ..f ,-. _ r r : ..: 9 : :, x • -Y .. , .. i I,.. " � .. ..: „ .. r. : ,. .. 1. .. �:.. � ,. .,x l , .: U r� d 4' :2 a r i•:_ e r Y iA:'. z' , .. '; z le, N5 RAY I G? .•. .,.-.,. .. it � p q ,', 4 , , n r PERMIT M + 77 "� `7 tyl S :t L•• It 1 r ee Y S led ( } r tl 1. k ry 1 c 7 9 7 c, xt r F ! Ji1 � 7 , r Wh A N F�!i � E ' x , 7 } 4 �PH. �.Nuj �d — n QUi r , 14 cr-17 F 1 JU CD O 7 a lu :a Q k rr l pfw7 a r. H• P'S'A �,iC� j "�` A•Wt Q_ P s..3, ,• �f dd+ ry� IL• "+'�� ytr r ✓ , t �i , �, -.. ,,, 7�M�a f �! •��'*i � + � marl ■ � ' � , i 1 � it I fNV. f V a 9 t. L a �' r n ha 1 YI r., J o x Q ,_ 'r S ✓ k9.; 5 { ., � � f p r it �h1f h a dl rl' � A, L r � 0 lu �F0 L 0' + , _ ,� 4 • 1 V I _ WALL.SEC SCALE / � .,. . I12 I �D S LE , , : r , 1 , ' IN5TAI.L I- ERE -- fi fi "f H ____,: AND STICK FLASHING AT, INTE IOR AND �XT� RIOR METAL. r /��\ II II �...II �!' ..., � Al 1 iiu►If�Nll 1 it -AV — I A*ritl 'i�:,. �.... � . .. ��' ,. �. �. ..' 1. PAINT R DRAWN IImY u •4 D TE r yx F A5'NQTEDR°r i f,. SHEET s «. Ir K•r r( au V 4 77 is �:: .. �,. �.: � ." :..•k. .. r �.. � , i • ,. : r iM1 t . _ _ _ 9-. —. _ _ .... :.. .. ... , .-ft. .. .. ,. .•tr -. .. _. 't 1 .. : -.. ., r. Z.. a .. ,. -{r . r '�: y k. F. M• }. "� ':i & r+•.��.t.r drr S t r . b.� ... r �.. ,1.. v. -. , . j,,,. �'. , ... ... .... .- , ..,. 4 •. as t . .. r. A e 5}rr • 0931 fd.E 01920.E � 06100� - 09260.�--- ---- ---- - 15410.8 09310E - e _ F1 J09260A 1'_ ' 1 5 --- ION TUB,,------ r it AI r- IA _ II /AI INTFZRPI FY THI 060�2.A 3/4' T 4 Cx FLOOR�iNEA NCB. BRACICORWOOD BEQCKN06100A 2 XP-T PLATE CONT INUCW. 15440.D _ 06100 P.T WOOD 51-IIM A5 REQUIRED. ERMIT 1 A ) II r t"Al Y , 1 i! ,4 i� F 1 � `,lA i h? ,,t• r - .. - - .,.. ,., - .,:y, ,+ .. ` .514525 •' I.,, ;.V \d..,:, tl'r^r AAA :., .,• 5 +� - cA _� 0610�.P PRE INEEREp � t r /'� („% •... .. MOI VTURF DIVI510N 01 'r TI-lEWAE AND v }. 4t '{I� d >JV g i - yk i54 w • � '., r'['' � w K/� PROTECTION r,� w4 rr �+ I\ • \ � . � \ va • m >b m � j , l'. l 1 1 b t� i J µ d , ..,;,. aa:as mame� � � .. ,�r '4, ` t 11' , I�'.i� i 7 :CON NUOUS TI CAULK `T� yr^i� I,{• e r - 6 2'-2' 11541 C ° 60.,4 I/2' COY PSUI"1 BOAR r 4` 10800�C _, . - ' 09310,E 09310.8 0 0 0 0 10800.A I 10800K I 2'-0' ' ' 3 I'-41'-6' 2-6' -0 .OHEDUL „ d DOOR , , HDWR C� - T - RMARK� 6 PANEL. WGIR ESP HOLE WIDTH I -SIGN? THICK 1-3/4' TYPE H. M. MATT WD N AD 2/A8.1 JAMB 6/A8.1 10/A8.1 3'-0' 6'-8' M11. - 9/4.1 - - - - 131,-FOL I) LiQUYERI D . I-3/8' WD WD I/A8.1 5/A8.1 - - - 6 PANEL DOOR 2'-10' 6'-8' MTL - 9/A8.1 - - - - BI-FOLD LOUYERD 61-m1 6'-8' 1-3/8' WD WD ' - _ - - 81-PA55 MIRR0RI=D I-3/8' M1 L - 9/AB.I _ - - - 51-FOLD LOUVERED 4'-0' 6'-8' 1-3/8'' MTL. , TAW - - 51-FQLQ LOUVERED MTL 9/A Bxt - - - BI-FOLD LOUVERED 2'-6' 6'-8'..I-3/8' 2'-0' 6'-8' 1- 3/a' WD WD I/A8.1 ` 5/A8.1 - - 6 PANEL DOOR 1-3/8' WD WD ;. I/A8.1 5/A8.1 - - - FLUSH W/24'XI2' LOUVER IN5ERT 6'-8' PR 2'-6' 6'-8' I-3/8' HM. WD I/A8.1 5/A8.1 - - - L.OUYERED HOLLOW METAL DOOR I DOORS 1'O BE EQUIPPED WITH iG�Y EOB ACCE55 ALL EXTERIOR ,t x I„ , • 5 C1' I ON AT5AMCOUN , 4 !>C , t A I I 0 INT EL.EV rt; . .„ r, k-, SYtiitorh No. KUM (Formerly System No.464 WL3001 . t, 9 0 r ysi in 'No -F Ratlhq:--w- I'. H -3 5 a 0.- WLS040 'At A ble CFM/s� ft (Formerly System No..1 49) Sy it m No. FC2008' Sysiim..N' T Ratin I H,r" -F Ratinv&­1 ind 7,'.Hr (See Item T3) a. 4 6 1) L Rijtln� (Formerly System N m nt F Ratlr�qs­ 1. and 2 Hr'($oe Item, 4)',. at.16,0. At, 4'00'F-�(ess Than'J `ICFM/sq ft (See,ltern 6), F Rating-1 Hr' T Ra.tings-3/4, 1, 1�i/2 and 2 W (See Item NOJE� T Rothig=31/4 He', 2 L Rating At.Amblent- CFM/sq.ft (Switeml) T Ratlng�-1 Hr Ratlng*At 400:F-loss tkan i CfM/sq ft,(See Item 3) At Am'blent-7 CFM/A'*q' ft (See lie''m, 3' L. Ratinij At .400 F-�oss Than 1 CFM/sq ft.(See Item 3 B) A 2 NOD, FRMIN6. 4. JA qJ 4 3A 1YPEI "k 609UM KALLWAPD.� A I D A A- A* 8136TIO ECTIOU A- Isr nt# (014-4 gypsum vv.IitJ9*r4e A VYoII As*m;oIy-Thv o1. Wooll Asooiambly�Tho I or 2 nr nro�rpkocj gyp �m W&IIboor(j/%%ud Wll slfuct-)d of the materials and In tho manna( OP001flOd In thO �Indlvldutil U300 or U400 $or),** Nins In tho U1, Fite R*slotmooe piractory and $bell Inclu44 ttto following , or'cl 5trUCt9d of the moteriets and In tho manner dsc(lbod in (he Individual U300 Or V400 Series kUD tion*truclign tootu(0094: Floor A000rj�bly_Th fire'rato- sod sto; t,us4 rl' _NgrE, 444oMy' �hjtl bv con- oovotombly shalt bo oonvnruatoo 0 chunrio studs. WQo�q studs 0"otloi Ottsivni'to 'the uu- tile lnotufl*14 and In the manner dtoacrlbo�J lot tho Individual Wall Of Partition D68IQns In the VL Fite Mositanoo DirectOty. and shall lnclvdo the following A. Studs --Wall framlny'(-Ns� consist of either wood styd$ or stool Firo Rosivionco Dlroqtory and shall include thti following con. PgtEri��rioN5,FOR IIVAr, to consis CONVEN5ATE WC;rlo construction features: t of nom 2 by I III, lumber spaced 10. In. 0C, stool stud's to b a rnin 3.o/u in. totatuiros: Floor Asovvibly-Tho fire rated wood truss or combination wood and stool truss Floor -Coiling Wide and spaced Max 24 In. OC. Trotaili 12 In. doop"parIii c,:iof� trusses fabricated from nom-2 by 4 In. lumber in THERMVITAT, MO ELEOTRICAL 5HALL -No A. Studs -Wall framing may consist of either wood studs.or steel channel studs, Wood studs A� WIVIOUAL ANP PROTECTEI) A5 IWICATER HEPt't to consist of nom 2. by 4 In. lumber spaced le in. OC with nom 2 by 4 In, lumber end assembly shall be constructed of the mote(lals and in the inannot doisccibod In the individual 611064 edges, Tli 8. Wallboard, Gypsum*-N2m 6/0 In.*AhIok,i4 6 wide 'With square,of t CoAlUni With 9*61y itael IN$$ P14`101k of $tmotural Wood Mombersi, with bri dging 43 plates and cross brocos, stool studs to be min 3-5/8.1n. w1d'o by 1-3/6 in. deep channels $@(to$ 00s)gn In the 1.11-41re flosistanog Directory and shall include We following con-. gVesum wallboaid typo, m4mbor of layers, fostenor type and sheet orientation shall be a as reePENE*T10b ARE ALLOY0. NQ 6ANO spaced Max 24 In OC. specified In tho Individual Wall and Partition Design. Olam of struction features. opening In w4liboard layers Flooring-Norn 3/4 In. thick 0yWodd-.fI6crir%4 'With or withogt Floor Topping M I.K*. V (o 8. Wallboard, GYP&unt'--�Nom 1/2 of 6/6 in. thick, 4 it wide �vlih square 0 Ai Trus4**--MIn 12 In. deep paroll-ol -1,tir trusses fabricated from � by 4 In. lumber in con- to be I in. larger than outside diem of pipe InsvIatio (Item 3). mix diam oj,opa�nl u r topotod edges. n rig in Max dI4m,,9f hot*-"Wqd Opening In -flooring is 7 In. The*gvpsum wallboard type, thlcknOtIs, number of I�yars and wallboard layers Is 7 In. hoot 9flontst(on shall be as junction with 961Y stool truss plates or Structural Wood Memoors' with bridging as' to- C. 'FtIrr1n9.0�andsI"9ld resilient igal� stQ4( tufting �h 'nnei n. than nstalhId perpendicular to IP4011164 In the IndiAdual Wall or Partition Dilsign. Max diem of opening it 1- 1/4 In. quirod. 2. Metal Pipoo-Nom 4 1 r (or sinailer ) sphodulo 10 (or heavier) stool pipe or tTypo L (o( bottom chord of utitios. hsavloo copper tubo. Ono pili* to be Installed either C. Foatensm"Whon wood stud fitaming Is smployod gyp"m wallboard layers attached to B. Moorling--Notm 3/4 in. thick plywood flooring with or without loor Topping Mixture'. concentrically Of occont(tcolly'within the Wallboard, GYPIUM'-Nom 4 it wide b'? 5/6 "k thick, ore s W-attoohod to turflqg channels.', studs With 04M�nt-.coatod 'nails as spocillod In'the Individual Wall or Partition Design. Plaim of hOlo-4swed opening.in flooring to be 1/2 1A. to 3/4 in. larger than di4m. of pipe. firostop syslem. The annular space between -th,& InsuloWd pipe And, the 9d94 of the through Max diani of hol"awid op;nInq In gypsum W,6IIboaf4­ When stool channel ttud framing Is amployod,-gypstim wallboard attached to operil I shall be min zero In, (point contact) to max I In. Pipe to be colling Is 7,,In. studs with Max diam of op6ning In flooring Is 3 In. (19.1cily supported on bqth� ;"2 . PlOol-Nom 4 ln.,dlsm (or smaller) 60heClU10-10 (*ChOavlod tool pipe or nom' 1 3 In. dialm' Typo self -tapping bugle-h9ad stool screws as sovqitiod In the individual Wall 0. Furring Channels"Rigid or resilient gaiv steel furring channels installed per odicular to side$ 01 well assembly. for aIsor Partition Design.. �Ipo linsulation,-Plostica#- Nom 3/4 In. thick aq(YlOnitfile butadl 14"fir) TY04 L (*( h0ivl4r) 40PP4f Pipe. Pipe to b-o Initsilod approximately oildway between bottom chord of trusses. , , I . eno/i5otivinyl chlcirlo� (Afi/ trugotis *no 04(iterod In clroular,cuto�tj is flooring (ftsIj t 8) and Typ 2. 046los-InclMdual cable opritarod In circular through opening hole-44wod,,tl tough gyps4m PVC) flexible foam fvfnlsh6d,n tbo'fofm.o( tubing. sum wallboard ooill 1 1 Diam of circular avloots in floorlAg And gypsum waliboar ceiling to be - 1/2 'to 3n/4 D. Wallboard, Gypturfil-Nom 4 ft wide by 5/6 In. thick, sc �attachod to furring channels. onont Directory f6r"'name3 of, irculai ttoy0h opening to be- 3/8 Diarn of hol"atived opening in gypsum Wallboard oellingotwo be 1/2 in. to 3/4 In, target $00 Plastic*# (QMFZ2) category In the Recognized Comp In. lo(gor then 0011do disrii Of pipe *coviring (Itorn 3) or tube Insulation 11tom 3A) on plp�o. Pipe Wallboard layers on both sides of )v4II assembly. Diem of ci manufatItu.rors. Any Roc(,Unlzad Component tube Insulation material 'above to W r1gidly iiii0prtO. on' -.both sitios of Floor-Collinia assembly. In. to 5/8 In, larger than outsid� diam of,cable, Cable to be rigidly stroportod on both sides of thin diem of pipe. Max diam of opening In coiling 1* 3 In. m9ating the, wall assembly. The f9IIowInV typeo end sizes of cables m4iy be used: speolfloattons and haXing a UL94 Flammability Claoslflatl� n of 04-OVA may be Used. 3.: Pipe I tn. thick hallow 4116drioal ' hoavy density (min 3.5 1 -Nom 2 in. diem (or smaller) Schedule 40 polyvinyl chloride (PVC), $OR' 17 2, Nonmetallic Pip+ 4. FIIIi or Cavity Material sl-Oaalk--�Installafj 1c; fill annular x of units laok4tqd on'tho ioQ glass ilbor A. Max 160 pair No. 24 AO copper coridutto( t#lophQne cable with polyvinyl ililorldo chlorinated polyvinyl, chloride (CPVC) or solicl-cofe Schedule Q acrylonitrIle-butadlene-styrone pa" thfougli�u( thI6kn'o$1 O'JttldO with An all service jacket. Longitudinal joints $oalled With metal gypsum wallbostd layers, flush with o4oh surfao4 Ot W611. A min bead (PVC) Insulation and jacket materials. When mix 25 pair telephone cablaJs used, T Rat. 1/2 -In, diem (8001`1414 Or f80t9ry-#pPII0d solf*all 9 14P'tapii. Transyar3j joints seoured with,metal (as (ASSYPIP0 to( U40 In closed (process or supply) or vented (drain, waste or vent) piping'sys- h of caulk point contact lJoation on rs oe with,outi,orlp to Syst, tin N -C-2028 Ing Is 2 hir, When 60 to 160 psifir tol9phono'coblie Is us*d In I hr tire rated well, T Ra t. tems. Ono pipe to be installed approx midway between trusses and centered in circular open. s 41( W appliod to the pipe Insullitlori/Wallb04rd Intorfilco at th� 06 luPPI10d with'tho pro.4ult. ton- e o. F -T 'Ings In flooring and In coiling. A nom 1/4 In. to 3/8 In. annular space Is required In the fleas'. bqth sides of wall. The hourly F Rating of th4 fIroot9p*oys1qM ill 1 tir when Initol1*4 In .4 1 'too' Pip* and fqWpm6nt CtirvOng-L-Motorialt, F. Rating-* I Hr Ing Is 3/4 hr. When 60 to 00 pgklr telephone o*Wo I# uted in 2 hr fire, rated well, (ORGUI category In.BuIlding fyidto'rils of - Rating Is I hr, hr firo rated wall.and 2'hr when ln4talllOd In a 2 hr fire tat9d wall. (91 1 T Ratilig-1 Hr B. Max No. 10 AWO multiple top system. O(Pe to bg rigidly supported on both sides of Floor-Colling assembly. Minnesota Mining Ik Mfg. C9,-­Typv CP.25 Wa+ DtOrY to( 1140`14i Of MQWaCturlirii. Any. pipe, 0o.vanng material ryi0otinq'i above specifj�, copper oondu�tot Typo NM C'Romax'l nonmetallic sheathed a- With 3. Firestop, Bystom-The details of the firestop system shall be as follows: '13string th* UL Classiflootlo, i Marking AJho:VL Cla"Ifitallon, M' rkin a Flame Sp(oad Index of,25 We Witt' PVC Insulation and jacket mateflals, When Typo NM cable Is used, max T flat. Of Ing 14 1-1/2 hr. A. Fill, Vold or Cavity Material*' -Wrap Strip--Nom 1/4 In..thick intum"cent elastomadc loss iinda Snittko, Developed Index of 60 or less may be Uilid. material faced on one sido with. aluminum foil, supplied to 2 In. wide st(lps. Nom 2 In, :3 A- T4" an altofnato to the glass II"r pI 3 C. Muftlpl4 fitior.opticial OQMfillunloation cable jacketed with PVC end havIno a max outside p's covering (Item 3), n9m,I/ t wide 3trip tlghtly-wrapped around nonmalallic� pipe (foil side exposed), secured with tW.0 21 or �0/8 In. thlok 4t:r&rIiti bUlaclione/polyvinyl chloride (AD/pV diem of 6/8 In. When fiber *ptic cable Is us4d,,nvsx IT Rating Is 2 hr. stool tie Wires and slid Into holo-so�qd opening In flooring (Item 18) and in gypsurn wall- the form of ttitring with ;kin n4y §9 good. 0, flexible foam furnish ad tn, Corp D.- Max 12 AWG mutticoncloot9f (rAox seven ionductorv) powerAcgritiol cable with c(oss-* board ;oillng (ftem 101. Bottom od4e of wrap strip to pri`16 to 1 1/16 In. below $04 P14809i (QMPZ2) category In thq Rczelinked P91yethyleng (XLPE) Insulation anq XLPE or PVC J"kot materials ponent Olro'ctory for names of man at 2 When multicon. bottom surfagoOf floonno and below bottom (coiling) syrface-of gypsum wallboard. ituron, Arty Recognized Component tuWln4ulatlon met duOtOt PoWor/control ilible Is Used, max T Ratin* 'Js 2 hr. $POO 0641 meeting the above Minnoisota Mlnitvg & Mfg Co,�-Typ6s FS-196, FS-1954- IflOations ind having a UL 04 Flammability Clisliflovion of 94-OVA may be used. 3. Fit' 1, Vold Or CGi Mistarials *-Caulk or Putty-Ctivlk or. putty fillt material Installed to com- B. Fill, Vold iIr Covity Matoirldiel-Caulk or Putty-Nom 1/4 in, thickness of caulk ot putty Flit,. Vold or. asvtty Mater-14144-wWrio trip.,Nom 1/4 In. thick Intumosoont elditomrto pletsly fill annular space between cable and gypsum wallboard on both sides-*( will and with to be applied to the exposod'odge.of the wrap strip laYet"40P Of flooring and bottom of torial (Aced On oris.sidt With aluMinum, OIL OUPPIlod Id 2.1n. W149-stdpe. Nom 2 In, wide *"(,a* a min 1/4 In, diam beea of caulk ior putty applied to perimeter of cable at Its egress from wallboard 4;olling). 0onvoull application of caulk or putty to be applied to fill all P tightly, Wrapped Voyrtd'plp 4oV4dn9*oj tub# Insulation (foil side exposed), $soured with ti osQh'side Of the wall. The houdy F Rating'of like Ilrostop, iystem Is equal to the hourli (Ito rat- gypsum gps at the stii tie Wirol.and slid Irito h 'two Ing of the Wall assembly In which it to Installed, 0`411160 (Item ID). Bottorn virap strip/iflooringand wrap strip/opsum wallboard ceiling Interfaces. opening 16 flooring otam 18) and In gypsum Wallboard* F. Mirii Mining & Mfg. Co. -Types CP-25 WO,.CP.26 WB+ Caulk, 'r�p# MP Put- dga'of wrap strip to project 9/16 t 11/16 tn. 3 -ii690 Of 110069 an6bili?w bottom (94111ng) surface of Minnesota MInIng & Mfg. CoTypa MP Putty, Type CP-26 8/1., CP-26 NIS, CP'25 ty. (Note: L Ratings Apply only when Typo CP-26 WB + caulk Is usoij.) below bottorn.sur. WS -or CP-26 WB+ Caulk. (Note: L Ratio* apply only when Typo CP-26 W Ypsum walftard. B + latiIring the UL.Cl*s4iflcotion Marking Mlfin",Ots Mining & Mfg CO --TYPOS FS-1 6, F$.196+ caulk Is used.) o6. fill, Vold oMG`t0d4I$"-C6uIk_:-Nom, 1/4 In. thickness Of 'BearIng the VL Classification Marking expoed edge of ths wrap str cqulk to 60'appliod to the L�A, I IP I0y0( (tOO Of flooring and b9tt9mi of gypsum wallboard oellln�) Generous 41PPI1011091`11 Of caulk, to bq applied to fill 411 gap$ at the virsp 3t(IP/fI Qotlng and wrap (24 strtip/gypsum willitioard ceiling interface$.* 2 -at CP 4C MIM1444% Mining mil. CO: 4 TYP .26 Wo. Cp.2s WO + (Note., L Ratings ap. pf'( Only When, Type Cp. 5 W8+ CeUlkris used.) 'Boating 116 UL C ossification M66dng. 'Ott -A A lA -Ceiting ssenribly -Thal hrfire'rated Wood t �'wOod and S eat truss Floor-Celting assembij shalt be'tonstru materials and in the manner described In the I cted of the Design Ili the UL File Resistance Directory, as summarized below: ridividuat Lsoo Series A. Flooring Systern�"L�fnber of Cod sub(LoOr with finish floor of. lumber, ptywoi )d'or Floor To 9 MIXtUje* a$ rspecified In tile, ppin Individual Ftoor-�ejlin% Oeslin diarn Of f(i 000flinj is 4-1/2 in. Max B. Wood Joists-Ndw 2, y nd with end$ METALL I Co F I 10E PENE"I "R54 A T I N firestopped or $ti combination lumber and steeij deep (or deeper) lumber olsts spaced FIFE PENETRATION 16 in. OC with nom I , by 3 in. lumber bridging a 0 n: PVC CONVENSATC , � 11.j. ETAL sts, trusses Or (UK 'AFFRQVED EaJIVALf NT) ---------- Structural Wood Member$k with bridging as feq�lred and with end$ (OR APPROVED EOVIVALENT) (OR APPROVEI? EQUIVALjNT) firestopped. C. Wallboard, Gyiii0no-Nom 5/$ in. thick as specified in the individual Ftoor-Ceiling Design. First Layer of atti lied to wood joist$. Second layer of wallboafil Screw -attached to . na 2. Chase Watt -The through penetrant (Item furring*channets. 3) -shalt be riute4 though J I hr fire -rated single, double of staggered wood stud/gyp5u,n wallboard tent i No. F-C-2020 nd Partition � Desic 'F"VL Fite chase watt constructed of the materlatt and in the manner Ified In the lildividual. U300'Serle$ Willi a Hr (See Ite F Ratiii 1ps In t)4 gs-1. and 2 Resistance Directorg and Shalt Include the following c�h,$titicijoll features: A. Sfuds-Nom 2 T Ratirl'qs-1 and 2 Hr (See lt�gl 1) ti, I' . y 6 tn. or double nom 2 by it In. lumber studs, Ra rig At Ambient-1 CFM/sq ft Of" 0. Sale Pli by 6 in, of parallel 2 by 4 in. (Umber plates, t1ghtlY:, L butted. -L Rating"At 400 F-Uss Than I CFM/s q ft conils, If b 6 10 C.. Top Piate-Tho do te top plate �hatt y 0, t 0 two nom 2 of t wo sets of pata at 2 by 4 in. lumber plat so tightly but ad, Max at > diam of openings 1 5 in, A D. W1JIb oard, Gypsumil-Thickne 01 (4, ,T 7. r ss, tue number Ol taY'er; and fastellefs FC3007 No shalt be as spec&d in individual act and Partition Oesign. 3. Through-PenetrantS-One nonmetallic pipe, conduit of tubing to be System No. FC1006 (Formerly System No. 452-A) installed within the firesttip system. Warn of openings through flooring OUgh top plate to p S th opening system to be. equat to the outside diom of throu'gh-penetrant. Diam of, (Formerly SYSte�n No. 453) F Rating-1 Hr (ovide a roax annular space dependent on, F Rating-1 Hr the nom di n of throuvi) ystetiri No. FC201 2 enettant, as shown in tile table under Iten) 4 Pipe or cot uit to be rig! (Y supported on both sides of the ftoor-ceiting T Rat! nu-1 Hr 8 I pnto -A A 1_ I F Ratino-1 W, 35semb," ki ent- ess Ilian I CrAvIlsq it pee Item 4.) L Rating'At 400 F-Less 'rhan 1 CFM/sq ft (See Item 3) 1A (DA W rig LyPe$ 3no si4es Of nonmetallic pipes may be t T Ratin6-1 Hr used: A. Polyvinyl Chloride PVC) Plpe-"Nom 40 4 in. dIam'(or smaller) Schedule solid-cQre or cel�utar core pVC pipe for use in closed (Process of 1A supply) or vat ted (drain, waste or vent) Piping system. -Ceiling ssembly-ilie'l hr fire -rated soild'or trussed turriberjoist 1. Floor B. Chloldnated Polyvinyl Chloride (CPVC) PtPe."tIQui 4 ln� diain (of floor-Williq assembt shall be constructed of the materlats and to the $matter) SOR17.CPVC pipe for use in c(Qsed I (process or supply) or. laanner sOecified In he individual L500 Series FlOor-Celling Designs in vented (drain, waste or vent) piping �ystems` the UL Nie Rosis nce Directo . The 2 hr fire -rated wood joist I toor-ceiting C. Acrytonitrite 86facliene Styrene (ABS) 4 in. diain assemilty $hatl be constructed of the material$ and in the Inannqr smaller) schedule 40 sotid-core A85 pipe (0 61 B-)_ for us in closed (process or J specified in Design Nos. L505, L511 or L536 In the UL Fire Resistance SUPPLY) or vented (drain, waste or vent) pipine Director 9 systems. Tile F and T Ratings of the fifesti sy3tiiru are equal to the D. Acrylonitrita 04taillener Styrene (ABS) PIPe-NOM 2 In. dlain (or ..J-.- hourly file ri Of the ROOr-Ceiting assembly, The general con (ter) Schedule 4U CetLUtar Core ABS pipe to(. Use in Closed (Process eins. A, Flooring SYstein-Luinber or plywood subfloor with finish floor of estop SYsteni�-The de'talLs of the flrestQp syste Shall be as follows: features of the toor-celting assembly ate summarized below: Of supply) of vented (drain, Waste or vent) piping syst 'ma 7. 4. Fir m Ii plywood or Floor Topping Mixturei, as $0ecified In the A. Fill, Vold o r. Cavity Materfalsk-Wrap Strip ­.No SIT" ------- Individual Floor-Ceill 9 Design. Max diain of floor op4ning Is 5 In. M. 1/4 In. 'thick'i Inturnescent elastomeric material f L .8. Wood Joists"i-For I hr fire -rated floor-celting assemblies nom 10 foil S" 11 1 1 1 aced oil one side with aluminum 1-1, 0 and 4 in, wide strips..Strips tightly wrap ad at and n M& aeeP kor deeper) lumber,' Steel. Or combination (umber ' steel nonmetattic pipe (foil side exposed) with the top edges but ted at ; I ad against, joists, trusses or Structural, Wood Members* with bridging as required and tile underside of tho top plate, The min wrap strip width, tile number I Floor As"mbly-The fir* rated wood truss or combination wood and steel truss Floor -Coiling with ends firestopped. For 2 hr fire -rated floor-cefflng assemblies, of layers Of strip required, and the annul r space is dependent Assembly Shall b4 con3truotod of tbo r4toddls And In the manna( dosodbod In -the Individyel 1.000 Sort os'Dosign In th6 UL Fire Resistance 01(totory and *hall Include the following con- now 2 by 10 111. (umber oiits spaced 16 in,'OC with nom I by 3 in. Upon the no'�101 shown in tile foil ,(Umber bridging and vdtIl ends firestQpped. m pipe dfam as owing table: stiruct(on features. Nom Pipe Jaor f moor Jo st F -Coiling �Iocir,C9111nq Assembly -The fire rated wood trulis or lion 'wpod and'stool.truss Floor- A. Trvss4"In, 12 In. deep parallel oho(O trusses fabricated from norn 2 by 4' In. lumber In reslU, Olam, In. Annular Space, 1. Floo(."ling Assornbly-The firg-tated solid of ttulso�d lu I C. Furring Channels- Nbt 5110w0­111 2 hr fire-rate'd �ssqrri Wrap Strip Wrap $trip Ceiling assembly shall be constructed of the matodals and In the m-annoc described in the. In. shall be, constructed of %he matq(1415 and In the inar It, the Individual L500 so. 01 iurring installed pefrendicutar to Wood jol�ts Width, In. Layers Reqatrod conjunction with galv stool truss plates or Structural Wood Mombers' with bridgii ties Floor -Coiling Designs In The VL Fire Resistance Diroctiry and shall Include the following b4ti first and Sewn Layers Of wat board (Item ID). Furring 112 1:6 2 0 to 3/16 IQ as dividual 1.500-Sories Design In the UL Fire Resistance Directory. and shall Ine'Jude the follow- roqulrsd. .1 const(ucfion tosturett' Channels spaced max 24 in. OC. In 1/2 to 0 -2 ing conlitfuctign features: I hr fire -rated assemblies, rsasitient -1/2, 3 to 1/4 ywood' 0 to 1/4 3 esl1n. Furring channels spaced in�x 24 In, OC. 4 9 to 1/4 a. 4100ring-Nom 3/4 in. thick plywood flooring with or without -Floor Topping Mixture*. A. Floorinp Systopi-Lumbor or plywood subflgor with finish floor of lumbir, P1 of galy ste9t fulling, installed perp A. Trusses -Min 12 10. deep par allot chord trusses fabricated from *nom 2 by, 4 In. lutnUar In Diem of opening holo-sawod. In floorlr�q to be' I In. Ondiculaf to wood joists between Z-1/2, 3 v wallboard and wood joists as -spKified In the indivi Conjunction with 901Y steial truss Plato$ or Structural Wood Momb6rs' with bfidgin� as C. Furring Chonnels-nigid or resillont Usiv stool furring chan Floof Topping Mixture' as spotiflod in the Individual Fl6or-Collln.,w Design. Diem of hot#. duat Ftoor-Celting 0 to 1/4. 2 required. bottom chord of tNsses. 0013 insiallod perpendicular 'to 3a�vod opening in flooring to," 4 In. or 6 in.,foe n9m 3 In. or 4 to. closet. flaogq (Item 2), 2 respectively. card, G a. Flooring�Nom psumk Nom 4 ft wide by 5/8 in. thick as slie cified in Each Layer 6f wrap Sit lip to be instatted'with butted seam butted se to steel or combination lu oor-Celling Design. First layer Of Wallboard secured to' eS$iv� Wyel'S'Staggered. Wrap strip Joyef Arns ttulsg$ Of $tfu-,tu(Gl WO*d M*mbOrs' with bridging as foquifed and with ends fire$.' s temporarily held Ili n C. wood joists or furring qharmels a$ specified in the Individual position us! .3/4 'in. thick Plywood flooring with or without FI9o( Topping Mixture*. 1), Wallboard, Gypourn'l-Noin 4 it wide by 6/8 In. thick, screw-attachod to furring charli a. Joists-Norn IC ln.`dt'�p (or deeper) lumbe the illW1, In Succ Max diem of h9le-sawed opening in flooring is 5 in. DIsm of,hol*4owed oponirI4 In gypsum wallboard coiling t6 be I In. mbor and stool joists. Furring Chan *Is -Rigid or resilient galy stool furring channels InstalleO perpendicular to 2. Ca6lora-Mex seven conductor No. 12 AWG (or smaller) pow4r/conttol ciblol or max )00 pair topped. 119 at"Idum foil tOPe, Steel wife tie, �or aqUiVatent, cl R001-COW119 Design. Second 10YO of wattlioard (2 hr fire-r MinnesOtcMilling & Mfg. Co.-rype FS-195.4 bottom chord of trusses. No. 2.2 AWO (or smaller) tol"otorriunloation tables with polyvinyl chloride insulation and Jack. C. W Ilboard, Oypilum'-Nom'til A wide by 5/6 in. thick. W -attached to 'furring ated .011ticlaidl (110"'-attachod'to joists assembly) Screw channe 0_ WallbOard, Gypsum' Is as specified Ili the B. Steel Coltai`4-Nom I or 2 fit, deep cottar, dep mderit on the It -Norn 4 It wide by 5/8 In. thick, scrow-attachod to tufting channels, ot*matitilals. individual cablos'to be conterod In norn I in. diem circulfr cutovts. Cable's to be or screiv-saschud to furring channels As 6�oclfiad In the Individual Floor itiMdual Ftoor-Celting Design, Max di�m of ceiling opelli Width of 2. 1hrough liefletfantS-:4ne n6nin the 'NtaP strfli,` with 1-1/4 In. wilde by 2 Ili. to'nq anchor tabs and miri Max dNm Of tf,010-3aweO openinfj in gypsum wallboard coiling is 6 in. rigidly, supported on both sides of Flo*r:Golllng assembly. 2. Firostop Disvlco'-Clooist Flange. -PVC otoset -stub 3ized t -Colling Design. fig Is 5 In. 2. Pipe Of Condult-Ngin 4 in. diarn (or smaller) Schedule 10 lot heavier stool pipe. steel con, 3. Fill, Vold Or CaVity M0t9rliI*"-CouIk or P' f 9 acccimmodate nom 3 In. or. 4 in. etattIC pipe or conduit to be,instatted In- tOI19'tabS to retain wrap layers. Coil$ Of pieCui 161 utvf-Caulk or putty fill rnstodst forced Into annu- diem pipe. 'C19"t longo ln*tollod '�. hcil"AwOd OPQninO In flooring system with f-fanga, so. dway between 'Wood j9Ists and centered within the Vil n. 0.016 1 dult of steel EMT, or ca'st i(on pipe or nom 3 in. diam (or smallqo typo t Ck (30, gaugq) 9alv sheet steet. available from 1, (or heavilto copp Wallboard r wrap, 'Strip' or lAr space throughout thickness of. flooring and gypsum oiling and with 6 min 1/4 iufod to top of fIOOIihQ'W­ith 3tast $Cirew$. J`ike$t9P Si Dialn of openings hote-SaWed through flooring system 1116nufactur tubing. Pipe to be installed a0PrOx midway between. trusses and contore.d in circular e 6- Asian teinate collar may bil geld -fabricated from Ifilil In. b-oad applied t"rimotof of cable At its ogress from the top of the flooring and the and thtotigh gypsum Wallboard ceiling to be. norn 1/4 in. target than the '0.016 in,, thick (30 l4ndor.' proset Syst?,fpi Inc. -Fait No. A35340 orA40340 outside dialli Ce Schodulo 4Q'PVC drain pip[ '9 and fitting a or coridult to be ri auTe) galy.sheet steel in atcordaA With In I looting (Item 10) and gypium wallboard coiling (Item I D). Diam of circular cutouts in .1100f. old* of the, gypsuriTiWallboaM calling. 3. Drain Plping--N�ui 3 n. or 4 In. diem of thiou?h-penetrarlt. Pip Lno to soil stock, ooniontod into elbow. und Ing Oct QYPsum wallboard calling to be 1/4 Ili. to 1/2 in. larger than diarin of the pip pipe n Shon long(h on both sides of the LOor-ceftiog assembly; The following ?,Idty supported Instruction sheet Supp le by Wrap Strip in' Minnesota Mining & Mfg. cv.rypes CP-26 WS, CP-25 WO caulk: Typo MP Ptit- .0( t il adtifacturer. Steel,cottar, Drain pip. ypes and sizes. With ai�ichQr tabs' bent outward 90 degree, �,w 4ppod tightly ar6 to be tlgldly. supported on both sides of Flooi-Colling.alsambly. pip* with 90.dogfoo elbow fitting cOm6n(Od Into'bQttom socket of closet flange n9mrietAl(c PiPes of condults may be Used:. wra strip Layers wit min I in. Over(ii) at $earn. With steel Collar 3. Fill. VPId or Cavity M&t*fIaIs'--CAu1,k-CauIk foreed into annul4f Space throughout"tho thick. 'Boating the UAifelft4st(on MirkIng A. Fo(yvint Chtoiide (PVC) hpe-Nom 41f). dJam (or smaller) Schedule 4.'Watqf Cfo"t-_�Not $hown�-Floor-mounted �Rro 's ilhini wat6r Close Inc Or tabs,pr6ied ightty against'top,ptate surface(s), comp noss,9f the floodilq and gypsum wallboard qq1ting'and with a min -1/4 9y L i 9 ress In diem bead of caulk 40 soil cofe'PVC pipe foi use tn closed (process or supply) or vented cottar aiound wrap W p layers us V 'Boating tho VL Classifi-,40oo Marking applied to perimeter of pipe at its i6rosv from the top ?f the flooring *41ho underside of the a Olin 1/2 in. wide by 0.028 In. .-?(.Vent) piping systeln� �;'B. Rigid Noolneta(lic Ccindult+_N916 I ......... at the cot(ar midhelgi t, As art alternate to,� tile band IV gypsum whllboafd coilling: thick stairiteSs-steet ba ildclanipwith worm'driA tightening mec hanl� .26 W8, CP-26 W8+, (Note: L R 4 n. diam (or smaller) Sche ute C(amps, collars Knirii Mining Mfg. Co. -Types CP a, " 4tings sp. 40 PVC conduit Ifl$tattad Jn i�cordance with Artide 347 bf the may be ipc6riid by a means Plo, 10 by ply only what% Typo CP*,25 W8+ caulk. Is used.) 1/2 Ili. tong sheet aietal screws 'Q96(ing thq UL Classilicutioil lAorking National Rectrical, Code thstatted in the vertical axii at the terof tile I firt, overlap along NEPA No. 70 car) Clitolinted Pat C Ida (CP C) I'lPe-Noin 4 Ili, diam (or tottar, A min of two.and thfee'�crews are spialler) SOR17 CPVC pipe or Use- it, closed (process or Supply) or Ile I it nyt � t rriete�Joint of. the 01 for Vand 2 in. deep collais, fespertivety. Secure cottaf to top vented (drain -waste or vent) 'piping systems,' requ"ed plate with 1/4 in� dfam by min 2 In. tong steel screws with mill 1-1/4' 3., Firestop $Ystolrl�The fitestop system shalt con sist- of the following: n. diam ste I ferider washers. Two screws, symmetricalty located A, FILL Nold or Cavity MaterlaV-Seat required for nom 1/2 In. to nom 2 In, jJhfoe screws" r d -Fitt, Material forced nto ant to Ott space to max diam pspes. extent ocissibta: flmth _;ik tA� .­r� -9 symmettl6liv Inrata,4 r-, . - -it_ - - .11 S �Tlor� OA 1 -7 W, A '111 i 4 �4 J 0 Y." 3 r( tDesign No. L521 Unrestrained Assembly Rating-1 Hr Finish Rating-25 Min. PENE 2 1 rfi) ,6ENERAL PENETRATIONS THROUGH ALL OR A WALL OR PARTITION A56EMBL CAN A PORTION OF SIGNIFICANTLY AFFECT THE HOURLY RATING UNL -7"77-7777 r E56 7 ATION 16 6PEdIFICALLY DESCRIBED,% THEPENETP OR ON THE PRODUCT . .... ..... THE DE616N ILLUFRAT16k, 7,� J-7 M$IFICATION CAP, 1) FOR USE IN SPECIFIC 6 For End Aink ASSEMBLIES 5MED UPON 6UCCE66FUL PERFOWANCE IN A FIRE TEST., THESE PENETRATION$ MAY INCLUDE, BUT ARE NOT LIM11EQ10 SUCH ITEM5'A6 PIPING ELECTRICAL ACCE66, OR AIR D15TR15UTION., 4. OUTLET BOXE6 THE CATEGORY, OF OUTLET BOXES ANO FITTINGS CLASSIFIED FOR FIRE RESISTANCE: INCLUDES CLA551FICATION FOR -METALLIC OUTLET AND SWITCH BOXES FOP, USE IN . . . ........ NON --L PARTITION ASSEMBLIES. THE INFORMATION WALL�'OR GIVEN FOP, EACH.CLA551FICATION INCLUDES THE MODEL NUMBERS FOR THE CLA661FIEQ PRODUCTS, A 1. Flooring Sy 4. Air Duct' -Any UL Class 0 or Class I flexible air duct instaLted in DESCRIPTION OF THE RATED A65`­ 5LIE6, THE stem-fhe finish flooring may consist of iny one of the following systems: accordance ith the instructions provided by the damper manufacturer. 2 6PACING LIMITATION5 FOR THE 501 AND THE 5. Ceiling Damperl-Maxinium nominal area, 324 sq in. maximum square INSTALL Finish Ft . o' emNin. Rectangular sizes not to exceed 324 sq in. with a ATION DETAILS. oring-Nom I by 4 in. f&G; (aid perpendicular to trusses; or size, 18 in. by 18 2 15/32 in. thick plywood 11110 "Wideftayment" or "Sturd-l-Floor" maximum width of 18 in. Maximum damper height is 14 in. Installed in 2a 9 ith PS 1-83 specifications; or d with T&G Long edges, arid accordance with the manufacturers installation instructions provided Design No. U340 C/) noriveneer APA rated Sturd-l-Floor, r&G Pallets per APA specifications with the damper. Maximum damper openings not to exceed 162 sq in. per LI5TEQ'61NGLEANbbOUE3LE GANG METALLIC 100 sit ft of ceiiing area. Bearing Watt Rating-1 11r, PRP_ 108. Long dimensions of panel (strength dxis) or face grain of METALLIC; OR Pottorff Co Inc. -Model CFO-521. OUTLET AND SWITCH 501 WITH plywood to be perpendicular to trusses ith joints staggered. Finish Rating -See Item 2 '/jpor Barrier- (Optional)-Coininerciat asphalt saturated felt, o.o3o in. 6. Furring Channets-Resilient channels, 3/8 in. deep by 2-3/8 in. wide at -METALLIC GOER PLATES MAY BE USED IN BEARING NON the base arid 1_3/8 in. wide at the face, formed from 0.020 in. thick gaty thick. UL Subf(ooring--23/32 in. thick plywood with, %G edges long the 8 ft steel, spaced 16 in. OC, installed perpendiCUldr to trusses. Channels QJ==51QN NO. U341 AND NON-DEARING WOOD 6TUQ AND 6TEEL-5TUP W41-6 !�Ryp8um A550C. FIRE, 99515TANCE -1/4 in. tong Type S steel screws. Channels :THESE WALL$ sides and exterior glue, or nonveneer APA rated Sturd-l-Ftoor f&G panels secured to each truss with I oeftapped'4 in. at splices. Channels oriented opposite at wallboard butt WITH RATINGS NOT EXCEEDING 2 HOUR per APA specifications PRP 108. Installed perpendicular to trusses with I.,'UbQD STUDS.'- NOMINAL 2A INCH, SPACED 24'O.C. MAX., CRO66 BRACE[) AT end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured joints (spaced 6 in. CQ as shown in the above Rtustration. MANUAL WE-3510 UL QE5IGN NO, U 3.3 0- 6HALL HAYE GYPSUM WALLBOARD FACING5 SIMILAR TO -Nom 5/8 in. thick, 48 ill. wide, installed with 4-- MIP HEIGHT AND EFFECTIVELY FIFE STOPPED AT TOP AND 150TTOM OF WALL L 7. Wallboard, Gypsuii)* TH05E SHOWN IN DESIGN NO$. U301, U e t ithdrawal and lateral resistance st(ength indy be substituted for the 6d 5 screws spaced , n. OC and located a min of 1/2 in. ft in ide joints 1. WOOD STUDS - NOM. 2X4, FLAI 6PACED 24- O.C. M�X., EF�ECVVELY FIRE STOPPED. Nails spaced 12 in. OC along each truss. Staples having equat or greater 12 i arid 3 in. from the end joints. At end joints, two resilient channels are 2. LLBOARD, GYP6UK, 6,/V THICK, 4 FOOT.WIQE. WALL50AW OR nails. to trusses with construction adhesive arid No. 6d ringed shank nails. lung diniension perp ndicular to resilient channels with I in. tong Type 411, AND U425 LATH APPLIED HORIZONTALLY OR VERTICALLY AND NAILED TO STUD$ used, extending a min of 6 in. beyond both ends of the joint. 'THE 6Uf;T-AGE AREA OF INDIYIDUAL METALLIC System No. 2 1 1 1 . Canadian Gypsum Company-fype C or IP-X2. 2. WALLBOARD, GYPSUM- FOR NON-BEARiNG WALL RATING- ONE LAYER 5/V TPICK,, 4 FT. -Floor Topping MiAtUre'i-6.8 gat of ater to 80 tbs of AND BEARING PLATES l'i O.C. WITH bd CEMENT COATED NAILS, finish Flooring SWITCH BOXE5 6HALL NOT EXCEED Ilb 6Q. C(I floor topping mixture to 1.9 cu ft of sand. Compressive strength to be United States Gypsum Co. -Type C or IP-X2. WIDE WALL- JOINTS CENTERED ON STUDS AND NAILED TO STUDS AND BEARING PLATES 1 K OUTLET OR DIA. SHANK, AND 1/4' DIA H 1-1/8' LONG, 00% EAD.' AS AN 14Z 1100 psi min. rhickness to be 3/4 in. min. .:Yeso Panainericano S.A. de p.-rype c or IP-X2. O.C. WITH 6d CEMENT COATED NAILS, 1-10 LONG, 00`315 IK 5HANKI'DIAM. AND 1/4 IN. IN. THE AGGREGATE SUf;U:ACE AREA OF THE BOXES Hacker Industries, I nc.- Firm. Fitt, Firni-Fill 2010, Firin-Fitt High 8. Finishing Systein-(Not shown)-Vinyt, dry or premixed joint compound ALTERNATE, NO, 6 BUGLE HEAD'DRYWALL SCREWS, 1-1/81ONG MAY 13E 5HALL NOT EXCEED 100 6Q, IN. PEP, 100 60. FT. applied lit two coats to joints arid screw -heads; paper tape, 2 in. wide, DIAM. HEAD. AS AN ALTERNATE, NO. 6 BUGLE HEAD DRYWALL 6CP W6, I- 1,1� IN. LONG, Strength, Gyp -Span Radiant. 'HORIZONTAL SECTION SUBSTITUTED FOR THE 6d CEMENT COATED NAILS. /F WALL5�QR Suliflooring-23/32 in. thick plywood with r&G edges along the 8 ft mbedded in first tayer of compound over all joints, As an afternate, nom MAY BE 6U56TITUTEQ FOR THE (od GEMENT-COATEI) NAILS. (cow CATEGORY FOR NAMES OF CLASSIFIED COMPANIES 3/32 in. thick veneer plaster may be applied to the entire surface of 1. Wood Studs-Nom 2 by 4 in, alternating oil opposite sides of nom 2 by RD, Gynum BOXE6 LOCATED ON OPP061TE 51DE6 G SEE WALL5.A sides arid exterior glue, or nonveneer APA rated Sturd-l-Vtoor f&G panei'S 6 in. wood plates. Spaced 24 in, OC max oil each side of wood plates, -108. Installed perpendicutar to trusses with gypsum wallboard. PARTITIONS 6HALL 15E 6EPARATED BY A HORIZONTAL Per APA specifications PRP eating the UL Cla5sification Markinit staggered 12 in. 0C oil opposite side. GYPSUM MANUFACTURERS. endjoints staggered 4 ft. Plywood or nonveneer APA rated panels secured WALLBOARD' 'JOINT5'OF'bUTER LAYER COVERED WITH DIVAN 3. JOINTS ME) NAILHEAD6 GE OF 24 IN. 2. Wallboard, Gypsum*-5/8 in. thick wallboard, paper or vinyl faced with to trusses with construction adhesive arid No. 6d ringed shank nails. GEOF41A PACIFIC CORP., GYPSUM QIVI5ION ND JOINT COMPOUND. AS AN ALTEWATE,tKOM. 3/32'THICK GYPSUM Nails spaced .12 in. OC along each truss. Staples having equal or greater beveled, square, tapered or rounded edges. Wallboard naited to each stud TAPE A TY GPF6 2 THE METALLIC OUTLET OR SWITCH BOXE withdrawaL arid lateral resistance strength may be substituted for the 6d 7 in. OC with 6d cement coated nails, 1-7/8 in. tong, 0.0915 in. shank TYPE DGG (FINISH RATING 20 MIR), TYPE GPF5 I (FINISH RATING 20 MIK) PE VENEER PLASTER MAY BE APPLIED TO THE ENTIRE 6UI;ZFACE OF CLAS61FIED 6'6HALL pri, :y "'GFF6 4 (FINISH RA nails, System No. 3 diam arid 1/4 in. diam head. As an alternate, No. 6 bugle head drywatt (FINISH RATING 20 MIN.), TYPE GPF6 3 (FINISH RATING 20 MIK),'TYP� VENEER BASEBOARD. screws, 1-7/8 in. tong, may be substituted for the 6d cement coated CURELY FASTENED TO THE": 5TUD5 AND THE TING 20 MIN.), TYPE GFF5 6 (FIN16H RATING 20 MIR), TYPE GPF6 C nails. When used in widths other than 48 in., wallboard to be installed Finish Ftoor-Minerdl arid Fiber board', sizes ranging from 3 ft by 4 I . 11 . ." OPENING IN THE WALLE30APD FACING SHALL BE CUT horizontally. 4. SHEATHING (OPTIONAL)'5EPTUM MAY BE 5HEATWED WITH PL�Wi500 OR MINERAL ft to 8 ft by 12 ft, by min 112 in, thick. All joints to be staggered a (FINISH RATING 20 MIN) min of 12 in. OC with adjacent sub -floor joints. American Gypsum Co. -Type AG-C. 6 (GERTZ) CATEGORY FOR 60 THAT THE CLEARANCE 15ETWEEN THE f5OX AND THE AND F113ER BOAWS-. I SEE MINERAL AND FIBERBOARD 'WALLBOARD DOES NOT EX NAMES Of C Sub-flooring-1 in. by 6 in. T & G fastened diagonally to joists; or Cetotex Coro. -Type FRP (Finish rating 20 min). STATES GYPSUM CO. LA561FIED COMPANIES. lloinasote Coinpany-rype 440-32 Minert and Fiber Board Canadian Gyp-suin CcI C (Finish rating 26 min). ,EED 1/8 IN. UNITE 26 MI WRX 15/32 in. thick plywood or 7/16 in. thick oriented strand board (OS13), Continental Gypsum Company-rype CG5-5 (finish rating 26 TYPE AR (FIN161-1 RATING 26 MIN.), TYPE C (FINISH RATING � N.), TYPE ' 2 Min grade "C-D" or "Sheathix"' or "APA Rated Sheithing" panels 26 MIN.), TYPE IP-XI U, I r,,,,, , 0 inar ed Exposure I o min), Types CG-C, CGfC-C. (FINISH RATING 26 MIR), TYPE WRC (FIN16H RATING BATTS AND BLANKETS 2 -1/2' MAX. THICKNESS ( 5LA66 OR mik��L FIBER BATT ING FE FIRE50i k r exterior glue and conforming with PS 1, PS 2 or APA specification PRP-108. Face grain of plywood or strength axis of G-P Gypsum Corp.-rype 5 (Finish rating 26 min), (FINISH RATING 2(o MIN), TYPE FCV (FINISH RAT 26 MIR), TYPE]P-X2 INBULATION. OFTIONALWHEN SHEATHING (ITEM 4) 16 USED ON 130TH HALVES James Hardie Gypsum Inc.-l'ype BG-C. panel to be perpendicular to joists with joints staggered. OF WALL. SEE BATTS AND BLANKETS Q3ZJZ) CATEGORY FOR LIST OF 2. Tru sses--Para[Let chord trusses, spaced a max of 24 in. OC, fabricated Lafarge Gypsum, A Div. of Lafarge Corp. -Type LGFC-C. -Type FSW-G. frorn noin 2 by 4 lumber, with lumber oriented vertically or horizontally. National Gypsum Co., Charlotte, NC 2a, WALLBOARD GYPSUM SAME AS ITEM 2 FOP, 13EARNG WALL RATING - ADDITIONAL LAYER CLA551FIED COMPANIES. OF STUD$ OYER INNER LAYER a IN. Min truss depth is 18 in. Truss members secured together ith 0,040 in. Pabco Gypsum Co. -Type C or PG-C. OF 5/8 IN. THICK, 4 FT. WIDE WALLBOARD EACH 51DE thick gatv steel plates. Plates have 5/16 in. Lono teeth projecting Republic Gypsunt co.-rype RG-C. MAX, WITH 8d CEMENT -COATED NAILS, 2-3/8 IN. LONG, 0.113 IN. SHANK DIAM. AND 9/32 IN. endicutar to the plane of the plate. f lie teeth are in pair ie P s facing eacfi Standard Gypsuin Corp.-fype SG-C. 'th r DIAM. HEAD. e (made by the sdine punch), forming a split tooth type plate. Each BEARING THE UL CLA661FICATION MARKING tooth has a chisel point on its outside edge. fhese points are diagonatly Temple-Intand Forest Products Corp. -Type TG-C. opposite each other for each pair. file top half of each tooth has d twist United States Gypsuin Co. -Types C, IP-X2 (Finish rating 26 min). 3. JOINTS AND NAIL HEADS - WALLBOARD JOINTS OF OUTER LAYER GOIrEREP WITH TAPE for stiffness. The pairs are repeated on approx. 7/8 in. centers with four 3. Joints arid naitheads-Waltboard chits covered with tape arid joint (ows of teeth per inch of ptdte idth. compound. Nail heads covered with joint compound. As an alternate, AND JOINT COMPOUND. NAIL HEADS OF OUTER LAYER COVERED WITH JOINT COMPOUND,' 3. BEARING WALL RATING Batts arid B tankets I -(Optiont) -G Lass fiber insulation, max 3 12 in. nom 3/32 in. thick gypsum veneer plaster may be applied to entire AS AN ALTERNATE, NOM. 3/32 IR THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO thick, secured to the plywood subftooring with staples spaced 12 in. QC FINISH RATING MIN. - 20 min. SUrfdce of Classified veneer baseboard. Joints reinforced. 'AGE OF CLASSIFIED VENEER BA5EWARD. 01 to the trusses with 0.090 in. diarn gaiv steel wires spaced 12 in. 0C. 4. Batts arid Blankets* -(Opti )nat)- . 3-1/2 in. max. thickness glass or THE ENTIRE 604- Any glass fiber insulation beating the UL Ciassificition Mirking as to mineral fiber batt insulation stapled to studs. RAL FIB Chdracteristics arid/or Fire Resistance, Ildving a min 4. BATTS AND BLANKETS MAX_ I IN. THIME66 GLA55, OR MINE Surface Burning See Batts and Blankets (BZJZ) category for List of Classified companies. density of 0.5 pcf. BATT IN6ULATION, 'Bearing the UL Classification Marking 7 Z .14 INT. ATTIC,'&EFAIRATION I HR.'10AD 5EARING WALL- 5GALE: 3' V- 0' 3' 1'- 0' 5,CALE. GL 2' MAX, PVC PIPE (UL 1419) C0 GP 25 CAULK OR MOLDABLE PUTTY IL Z r A6PN 1814 .......... .. 7�1 6YPCRETE '0 1�5 WRAP/6TRIP F 5 4 ... ...... ... 'i .... . .......... X..... . ............ -Z ............ ... ....... N I LAYER 3/4' PLYW= ELECTRIC 2X4 �WD FRAMING OUTLET E30X /U I Z '7-7-77 I HR FLOOR/CEILING MAWALO-3610 LIL PESIGN NO. UW5 ASSEMBLY GYP. DRYWALL ONE 61PF ONLY 1. GYPSUM WALLBOARD. 5/5' TYPE 'X'GYP5UM WALLBOARD NAILED AT 7 1' O.C. WITH 6d CEMENT COATED NAILS 1-10 LONG, 00915 INCH VANK DIAMETER AND 025 INCH DIAMETER HEADS. WEN USED IN L WIDTHS OTHER THAN 4a', WALLBOARD 16 TO BE INSTALLED 6UM BOARD JOINTS COVERED WITH PAPER TAPE HORIZONTALLY. GYP, FIRECAULK AND JOINT COMPOUND. NAIL HEADS COVERED WITH JOINT COMPOUND. GYPSUM PLASTER NOT MORE THAN 1/80 THICK MAY BE APPLIED OVER X: EDGES Of 50 THE WALLBOARD IN AE)DITM To SPECIFIED JOINT TREATMENT, FIREGAULK ALL 'WIP E PENETRAnaks 2. WOOD STUD- NOMINAL 2�4'116 OP 5TU05 SPACED AT 16 O.0 2x4'E3LOGK ING 130 TOM. EFFECTIIIELY GROSS f3fRACED AND FIRE STOPPED AT TOP AND T ABOYE AND 13ELOW'L; 6 ELEC. 15OX 4. '-L 0`­AD� 15EARIN6,WALL M51NG T TU5 DRAIN HR.'PLU E I.ECTRICAL �"50X E "STOF 5CALE: 3' 6CALE: 1 1/2 7t 90ALE ­,rA OTE A .11, .,A;,* I lit I. 4tI� { v , frR h t. n , • , 1 , al i 108500AI 61600 p , �A7. � 3f� ®5 r „ 08,314.6 11 11 u , , ;r , , FM ono ono ono a Eva 01EI'D —o� _ova _� � �e ono a�a a�e� ono ® o�o� ova - o o�eo a o ono o a ,_ � , : 1. • �. i 11 . . pq 6 i �u1iN ui :■■ I ■■■ :■■ ■■1 --■ ::� nu i���i ■■■ ■■■ � � � � ■:■ � • • ■■■ 3 � ■ ■ � Imps � 1 ■■■ � � e■■ � ��1�"� �� � � ��':..���'�'� � ■■■ � ■■■ � �:■■ � ■■■ i !■_� 11 ��'!, 11 ��l� r ■■■ � � e■■ ® _ L� 1 � I 1 � ■■■ PERM 11' E I 1 r 3-1m-r�<p a A 5 4 , r,. t 1: l Wk 4 , t 1 1 DRAWN 3 o' GHEGKED IUpP DATE 3.10-(0(0 0 5GALE A5 koTw, JOB NO. , 00 005 0 5HEET �6 is � hA , •+- .. � Ir■_. ��� ■ ■ ■a ■I �1I11�! ■ ■ 11 I�r ��rll -.. MiiI� li / 06100J �-- Fn--220.0 -- _. . — _ —.. _ — „ . - .. ,� ,.zv. ,.... e , .r f ,•C;, W... �;.i �= :i •i'e1^ r.5 A r- �.d.: T.•v" pr`:a�: f: C � � - _.. .. :.:-_ .._ ._. ,._. �. ... ._. -._... .. .., .e:..�_r._ .. .' u,... ::�_.. .. ,.-,.:. - .,. .. r..,��.�kcatw•14.,^.� ham.,}r+...f _, ,. :a_. w.,,Y: °'.{.,','i�at t- .. .. - _. .. GGN9TI31C710N JOINT 5UILDING TYPE 3- CONSTRICTION JOINT pUIL21NG SGALE: I/8' = I'-0' T ;:I t:VATION - REARr ELEVATI KLETR WNM NOTS 05 DIVI810N S METALS 05120A PREFAB 6' SINGLE FEDERAL SQUARE COLUMN WITH ARCHITECTURAL CAP 'AND SASE. DESIGN BASIS: OLD SOUTH 06 DIVISION +r6 - WOOD AND PLASTICS 06100.1 VINYL TRIM CORNERS, WINDOW AND DOOR. 06400.8 VINYL LOUVER 01 bIY1SION 01 - THERMAL AND MOISTURE PROTECTION 01311.A GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/ INSECT SCREEN PAINT TO MATCH ROOF. 014b0.A ` WRAP 2X FASCIA W/ALUM. WITH POOLE FEND ON FACE. 0l530.F 236 • CLASS A MILDEW RESISTANT SHINGLE ROOFING. 07600.E HARDI 'CEDAR SHAKER', PAINTED 0160O.0 4' WIDE, HARDI-PLANKS, PAINTED. 08 DIVISION 08 - DOOR AND WINDOWS 08110.A Six PANEL HOLLOW METAL FLUSH DOOR 05110E HOLLOW METAL FULL LOUVERED DOOR 08500A DECORATIVE SHUTTERS (VINYL) FASTEN OVER STUCCO OR SIDING WITH NEOPRENE SPACERS.. 08914.0 SINGLE .HUNG ALUM. WINDOW. 09 DIVISION +9 - FINISHES 09100.A LOUVER, DESIGN 8A515: FYPON NO.660101 09220,5 `3/8' MAGNA WALLSTUCCO TRIM BANDS- 09220.0 3/8' MAGNA WALL STUCCO ON PAPER BACKED METAL LATH, SAND FINISH. s - _ _. .. .: rw t..g .� t .. ..... w, .. rJf:.�.. .. � , ... � .. a . V-' . r •e- e � e i�e,t .. 1 �hW,�f` dr. ,:. :', �'•. .. ." ii ' . .' '. :. ,..., � k- • .. , . x ,. '.. .. •S 1. . , ^ J PAINTson SIR! ILAL 1- 1J11M 101460A,,;;:i-WIRAP 2X FAO/, -IA W/ALLtl. 11 11 son ■■n • �'� =0o RIDGE SCREENall , r - .. .... f.. 1 Sv. Y .. -„ r.. .:. Y-.. n :a....,,... :n , : � i ,: .., '� 'A .�•., .: t:.rr : :.. r .. :. - .. .,.- r r Ate' .. .,. ,. 1 ! ... .. , ,. Y .. u'.' .: � ,', Y,r .• .v• l , . y • _ 1, *I •w � it 2 Y :.. ,v '-: , .' .: ,. , : '. 1, .. :: .. .... .. .. .' r. , :. .. ..:• '. :'... .. �!��.; .. j:i,�' ,M� :- ,:. ,-. � ,. -., ... .. L.. .. .. :- .- .. ,. -. .. F .: ... ,, .: ,. a ... .. , .. -i ,.. ,: ,... :. b. .Q .u' .} ..�. .t 1 w. .., ..7� ,,-.. ..r :, r, f: y.. .: ', r- i' •+- .a: .p'• A.. '1 1. Y Sw. 1. . ..: .. .. -.. .: ,. , >. ,:. :. , .. ...,' . .. a .'. ... .• ,- „. : e. k.:. T;T- PEWIT 5ET, PRANN GHEGKED F cl LUPP ATE 3-10-00 5CALE A$ NOTED 'JOB NO. SHEET ry I :.r - a :V i i :. -.r .:. 1 v" r ..-r .. '. r •1 •I •-:r :v r � f p ✓' :' .. . , r. : r. •, -.. : Y r .' '. �. -.. _.. . �.: .. r .. • r .: .. f. 1. �.. .. i{ : .. v V: , . .. . ♦ y9 �: .: Y d .. .. 1 .. r. 1 R v .{•... Y� lei': l � tv: .ev M: m m m m m a . 6CALE: 1/2' -- V-0' FLOOR PLAN Fg fi C I HR. RATED WALL ULO-305 51'-4' a REY151ON5 BY vo I r PE I �ET 3-1P� 0 a r.l u y, r ". � ... .. ',.,: .. -. ... .: :� >, :. ..,. !. ,. �. :" ,- � •: ,. .. "'. 1 mob. . _.. :.. ''........,. -.._ .. ,. .:: ..: ,.-... .:. -a :. .,t .. ;' � :..., ,.: .., i, in.x 7.. s.aN e •.-y^ a iu;. if •,: .i� - -,. . E\/1510N5 , r t. q , NOTES ,L r 5410 - , 06 WOO �6 OD AND PLASTICS 31 7 —11 r rs 3 a J .. C,d►BIN�1' . - 5 61 L - 8 PAS 'DIVISION "8- DOOR AND INDQi6 14 0 2 r , f , .1 I • N . t REV151ONS BY' °I PERMIT SET 3-10- :";11 ,. I, varY IMPACT FEES �} } ` 00 / �'`21�P I A _Nla L OF 48 VIT- pq - ., . _ a_ a,....�,. ,•:. �.+.... r.-m n n a s,.a a..a c-•+ rV„or• a e,,� n � �A. Sanf ord FL 1 Y I , r, i - — D ff- f _ _ D _ ,l D Dec . C� D -. J�J I� _ C � I C._ _ DAD Lt `I I - 1 l� I I i• ll DAD DAD _ _ _ 2 CICJ DAD .r . - r tJ • ®® ❑� �lZ 1 DEAD: _ r DEAD _ ,,. D� __ f��L 1 -_ .lL � D ,''.- - � __ ' • .. ilk I o� b -- �r DEAD D DAD _ _- -- 1 D L -- r 11 D-_ _ IU� �J dlF _ J — _.—. ' ♦ � 1. I . � � ,' _I_ r �;l L ' 1 I� r 7 rl co _ J FLOOR SLAB ELEVATION MUST BE 16" A80VL CROWN J OF ADJACENT ROAD UNLESS � � �— OTHERWISE APPROVEDArchilecl Cn SANFORD BUILDING,DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE { /S Studio CONSTRUED TO BE A LICENSE TO PROCEED WITFI pp Design THE WORK AND NOT AS AUTHORITY TO VIOLATE, F IFA � �y m atis Architecis CANCEL, ALTER, UR SET ASIDE ANY OF THE® �/ 1 1 1 PROVISIONS OF THE TECHNICAL CODES, NOR SHALL L ISSUANCE OF A PERMIT PREVENT THE 6UILpING•0.�r� DEPT FROM THEREAFTER REQUIRING 'A CORREC- TION OF ERRORS ON THE PLANS. CONSTRUCTION S H Florida 32789 OR OTHER VIALA'�IONS OF THE COOTS 300South Park AyeSure 200 Winter Park, �, / OTT B000008�8 PH. (407) 645-3ffi FAX (407) 645-27 4 3 o Cliy of Sanford Model Codes in effect: I" o Standard Building Code 1997 ed. '� Q Standard Plumbing Code 1997 ed. d L1L. I Code 1997 Ad 1 • ° Z Structural Engineer Paul J. Ford +Company 3670 Magtire BoUevard, Ste t10 (407 � Orlando, Ronda 3?.803 Fax (407W-M Signature and I. via a a-aal� �..�a a � s�i�w-1. s +a v•�e.,.at'••-�u�F•a'r ►"� .,_ , C) rz p Ate END}��'.sfyy��a'a„r`��D.a <t ,- CALL (407) 330-567-1 � � V) N O l� C%) 11 hw-- N r' 71t.1j T��ai' `s �JE i`�a vytlf r�?I J > �'tXla_ €�4�ld7 t��11��d:3, �:l114; , 0 J F rr� O Y ll. { fIn fCyr¢1 v + i ©IryW TI J 1� Q .' Z l Yl�® 1� ` I' IIII it -- _ 1 D�D �J, - I j a ... . 1 L _ � D � n 1i 11t _ r _ ,at : : I , ,I r Standard Mechanlca r National Electrical Code 1996 ad. Mech/EledNlum E ineer Sea City Code AMENDMENTS FL. Accessibility Codes 1997 R. Energy Cods 1997 OCI Associates Inc. �--- ' MUST MEET- FLORIDA' REvitvvtD ACCESSIBILITY CODES CITY ;OF SANF4RD ,j cao732-eta MUST MEET FLORIDA " Fax (407i332-TM ENERGY CODES M, Co. Z-7'S ID 01D- a'1V84 on'da-'31 oc� •Q-74� x •Z,B PERMIT gCIO 0 DRAWN ` u i GHEGKED o wPP DATE 0 3-10-00 0 5GALE A5 NOTED i JOB NO. . 0m-005 o SHEET A 0 WWI, 0%1 11 CHO'1 w I .wx•.. 1..\r. t,. :. .. L.,,A .•- c']':FA:. :..'Y � s�' a,i .. f A , h 4: ,... .,..,. :.-.:,• .. �:.;. .,. _.. , y ,.,., t "- s: ,, . ,are ., ,p 4. .. ear ..',�. .... .. a ...r... .... ,. _..... . •r .,.1 _— - IN s .'i o, 1 , t M' S. y GIT SYMBOLSLEGEND ROOM TITLE �. aams WMW ® DOM 6YMWL lrAm w s" DOOR Ow' A fa"W 01f umm N /4r4ilElWA�! InNII WINDOW 6YM130L �v/ MRtJRNCp ar me OGRIP LINE A R G CfG N A� AN�cricN TAF4ET of ow NM A ILI era 0 TITLE' . A MItrIQtId:WA11Qi � Iorivelr�cnalcr GIrJC11M Cr vw ottA� at A}OKR1oWKN N�f Dli►AI, M MI dtlGI1011 mmmftm �OCi =u W MRIfIkalOBG11o11 ARUCM NOTES 7m y'. F „ , x r i • Lr , • r • m- i "V 0 I � N 1- 10 •sp 1r mC�C "V 0 I � N 1- 10 •sp 1r mC�C Y.: • m 0 'moo-Y� FIRE PROTECTION REQUIREMENTS TWO STORY: � � (iA5LE 600) TYPE YI UNPROTECTED sz. o 1. PARTY AND FIRE WALL � 2. INTERIOR BEARING WALLS O HR � � N A ING PART (PER �042) 3. INTERIOR NON-B R P R NR a U'0 ` ` 4. COLUMNS 0 HR W �' 5. DEAMs, GIRDERS, TRUSSES AND ARCHES 0 HR H M.uj 6. FLOOR/CEILING CONSTRUCTION -0 HR -� 1. ROOF/CEILING CONSTRUCTION J Ispaces 0 HR 1 spaces spaces 1 5. EXTERIOR BEARING WALLS . _ _ _ _ �— _ --, _ L,nl-r.-It nl cl✓r�AoA tln�l. ., ------ — a� TYPE I 1 - 54%, = 4/3 (100 (42433/46033 25)) TYPE 3 - 10416 5Q1;T FIRST FLOOR / 111,690 ALLOWED o TYPE 3 TYPE 2M.� WITH AREA INCREASE. "1/�/lI/h Y S�d9: - C, APA J��I Vl;IY LIH►.. • � � I I f- r ,, w� u i w . ►-v � r+r, .r.r ,..� � r... �....r ,.I � /,0' t r � rG d -'dADE V v q as q W A AQUATIC DESIGN & ENGINEERING, INC. AQUATIC ENGINEERS CERT. OF AU` H. # LB-0007361 Phone (407) 469-:3131 ❑ FAX (407) 469-4449 o P.O. Box 560127 ❑ Montverde ❑ Florida 34756 e—rail: aquaticC#digital.uet q a ® PROJECT 0 V 'pd �d q 0 .perp v a q qSEMINLE COUNTY, -L RIDA A-� �—�o L. 10 L _a +� r � i� Ny w O w m v wood H ~06 O VJ Q7 U O 0 -H 0 ro 0 E �� U9 0 a 0 N S REPRESENTATIVE C c° o W.. E RWINDSOR PINES PARTNERS, LTD. o Q) 1551 SANDSPUR ROAD DOMAITLAN 407 7418500 407 6291 FAX _ a ® REVISIONS fs ❑ #1 ❑ #2 co b d ❑ #3 v� ❑ #4 V E, ® ISSUED FOR: W V U ❑ CD 60% o ❑ CD 95% ❑ CD 100% QUATIC DESIGN ENGINEERING,, INC A❑ BIDDING Th ' a ® PERMIT 05/01/00 cl" ( El CONSTRUCTION L AND FOUNTAIN CONSULTANTS / AQUATIC ENGINEERS �q®SEAL PROFESSIONAL POO�Q William T. Lindemann, P.E. P.O. BOX 560127; MONTVERDE, FLORIDA 34756 Florida P.E. # 33577 vi � 15210 VINOLA PLACE; MONTVERDE6 , FLORIDA 3475 I 407.469-3131 h H y., o ,y W v„ 407-469-4449 FAX OW h ro aquatic®digital.net o �n In . O h o a 11 SHEET DATi. a ROVALu • °aEETS TMENT F HEALTH APP.— ❑ DrawnINDEX F DRAWNC' SH DEPARJAT/KRM/WTL ❑ Checked POOL POOL A ❑ Project Number 0023_00 �'o tn LE-1.0 COVER SHEET ti ,v ®SHEET TITLE LE-1.1 POOL - PARTIAL S17E AREA N LE-1.2 POOL - DECK DRAINAGE COMMERCIAL POOL LE-2.1 POOL EQUIPMENT LISTING & DOH NOTES , COVER SHEET LE-2.2 POOL - FINISH SCHEDULE & DETAILS LE-3.1 POOL - DIMENSIONS - - NOTES � _��.d � ®SHEET NUMBER LE 3.2 POOL PIPING, SECTIONS & H LE-4.1 POOL - DETAILS Deft. of lie'l44il � ti - POOL -DETAILS , ��, 4���:���,.��,'�`:•� LE -4.2 r� wo LE-4.3 POOL - DETAILS - DECK DRAINAGE " L - FILTRATION SYSTEM - VAK-PAK ' 4 F; �� b LE-5.1 POOL — qro C-r1VIrorIrfIentaI C,'In rwf " r)LE V 0 0 J UN 1 3 2pOp STRUCTURAL U�2�1L DESIGN Nor cr,vw rtr. NI. NOT USED. N2. ALL ELECTRICAL WORK (GFI"S, TRANSFORMERS, SPA CLOCKS AND TIMER SWITCHES) IS TO BE SUPPLIED AND INSTALLED BY OWNER, N3. PLANTER BARRIERS/FENCING (SEE LANDSCAPE ARCHITECT) PLACEMENT OF 42" (MIN.) HIGH PLANTS OR OTHER APPROVED BARRIER IS REQUIRED TO RESTRICT ACCESS BETWEEN PLANTER AND POOL. PLANTERS MAY NOT OBSTRUCT MORE THAN 10% OF POOL PERIMETER (EXCEPT IN THE CASE OF. ZERO --DEPTH POOLS) N4. UNPFRWATER LIGHT TRANSFORMER LEGEND REFER TO DTI, 6/1,E--4.1 ® ALL CONDUITS SHALL BE I" DIAMETER. EXTEND ALL ELECTRICAL WIRING TO THE POOL/SPA EQUIPMENT AREA N5. POOL/WADING POOL GFI'S ARE TO BE LOCATED A MIN. OF 10"/MAX. OF 20' FROM POOL WATER. FINAL LOCATIONS ARE TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS. EXTEND WIRING TO ELECTRICAL SUB -PANEL USING 3/4 INCH CONDUIT. N6. DECK SHOWER TO BE LOCATED A MIN. 10'/MAX. 20' DISTANCE FROM POOL WATER. FINAL LOCATION TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS. DECK SHOWER(S) AND HOSE BIBB(S) WITH VACUUM BREAKERS) TO BE SUPPLIED AND INSTALLED BY THE OWNER. N7. POOL FILTER BACKWASH TO AUTHORIZED OUTEALL EXTEND A 6" PIPE TO THE AUTHORIZED OUTFALL (OR AS REQUIRED BY LOCAL CODE). MAINTAIN A 4" AIR GAP AT DISCHARGE OUTFALL, MINIMUM 1.5% SLOPE TO WASTE. N8. REQUIRED DECK DRAIN BY DECK INSTALLER. INSTALL UNDERGROUND PIPING TO THE NEAREST AUTHORIZED OUTFALL. Nq. ENGINEERING SEAL THE ENGINEERING SEAL AFFIXED TO THESE DRAWINGS IS LIMITED TO HYDRAULICS, DOH COMPLIANCE, AND STRUCTURAL ENGINEERING ONLY. ELECTRICAL COMPONENTS, WIRING, ETC., ARE SHOWN HEREON TO INDICATE SUGGESTED LOCATIONS ONLY. PRIOR TO CONSTRUCTION, THE ELECTRICAL DESIGN SHALL BE PROVIDED BY OTHERS. RESTROOM LEGEND (REFER TO DOH NOTES ON LE-2.1 FOR ADDITIONAL RESTROOM REQUIREMENTS) RESTROOMS SHALL HAVE OUTSIDE ACCESS. WATER CLOSET FLOOR DRAIN URINAL HOSE BIBS W/VACUUM BREAK UNDER SINK (SEE ARCHITECT'S PLANS) LAVATORY RESTROOM LOCATOR SIGN OUTSIDE RESTROOM ACCESS DOOR 1M 0' u REFER TO THE LANDSCAPE ARCHITECT'S DRAWINGS FOR ALL DECK FINISHES, ADDITIONAL SHOWER DETAILS, PLANTER DETAILS, ETC. ALL FENCING REQUIREMENTS ARE SPECIFIED ON THE LANDSCAPE ARCHITECT'S DRAWINGS. p00L LOCATOR PLAN VIEW 0 SCALE. 1 /8"=1 ' POINT A 5'-7" POINT B 1 QD 1 -= 1 p I 1 0 / #00 O 0 1 °17 A 4, Is 1 1 -1 � 1 DECK SHOWER W/HOSE BIBB DTI_ 4/LE-4.2 POOL RULES SIGN DTI_ 5/LE-4.2 GFI RECEPTACLE (NOTE N5) 11 � LAYOUT DISTANCE COORDINATE CHART POINT A POINT B 45"-q 3 4" 46'•-10 14" 62"-7" 5q"- I 112" 3 51'-6 3 4" 47'-0" 30"-2 12" 2q"-I 12" SEE SHEET LE-3,1 [-UK AVVI_IIUNAL INI-U. POOL SIZING CALCULATION POOL SIZES LENGTH: 4g'-o' WIDTH: 2q'-1 1/2' PERIMETER: 142'-4' AREA: 1,006.83 VOLUME: 27,111A BATH. LOAD: 28 TURNOVER: ig3.7 MIN.S DEPTHS: 3'-O'MIN./ 4'-6' MAX. FLOOR SLOPE: varies RECIRC. RATE: 140 184 UNITS X 0.75 GAL./MIN./UNIT - 135 GPM REM) 138 GAL./MIN X 160 MIN. = 24,840 MIN. GALLONS 24,540 GAL. / 3.6 FT. (AVG. DEPTH) = 3,320.56 MIN. CU.FT. 3,320.86 CU.FT. / 7.48 GAL./CU.FT. - g22.46 50, FT. MIN. POOL SIZE AS DESIGNED ON THIS SHEET -- 1,006.83 SQ. FT. HANDICAPPED LIFT ANCHOR DTI, 3/LE-2.2 FENCE BY OTHERS (SEE LANDSCAPE ARCHITECT) SAFETY EQUIPMENT (EQ-20 THROUGH EQ-23) SHEET LE-2.1 POOL - PIPING & SECTIONS SHEET LE-3.2 POOL - EQUIPMENT I.D. SHEET LE-2.1 POOL - DETAILS SHEET LE-4.1 & 4.2 POOL - DIMENSIONS SHEET LE-3.1 WOOD DECKING (SEE LANDSCAPE ARCHITECT) CRUSHED ROCK (6" THICK) 2"xb" LANDSCAPE TIMBERS (PRESSURE TREATED) ELECTRICAL SUPPLY BY GEN. CONTRACTOR UNDERWATER LIGHT TRANSFORMERS I VAK-PAK FILTER SYSTEM 5.1 SELF-CONTAINED I" COLD WATER BY GEN. CONTRACTOR CHEMICAL STORAGE CABINET 6" WASTE WATER TO CLOSEST YARD DRAIN I 611 BY GEN.CONTRACTOR VIA 6" AIR GAP 611 --�--------------- -----� N7 U 40 q H N v q w -'dADE 0 AQUATIC DESIGN & ENGINEERING, INC. A AQUATIC ENGINEERS id Cd CERT. OF AU`1'H. # Ef3-0007361 -19 Phone (407) 469-3131 ❑ FAX (407) 469-4449 4. o P.O. Box 560127 ❑ Montverde ❑ Florida 34756 +� e-mail: aquatic0digiLai. net ® PROJECT q ° ro q q ° P. q a °Cd LL 0 CLF w O 03 b v .0 O L C O 0� A 0 O P. � } U O 3 ,y �j • r� ro� v o 3: 'd w u 'd ro w� 0 sv, A °92 a ® REVISIONS ti ❑ #1 s~ ❑�2 �dCd ❑03 ° ❑04 Q� H° N ISSUED FOR: V � ❑ CD 60% o� ❑ CD 95% v ❑ CD 100% v ❑ BIDDING 21 ® PERMIT 05/01/00 N ❑ CONSTRUCTION a 4 0 SEAL vA a William T. Lindemann, P.E. � Florida P.E. # 33577 Q a� ;o N_ OW ti w_ b' ro +. m � q P, c' p0 REFER TO (,imrE a IM SHEET DATA I� o q " ° ❑ Drawn By: JAT/KRM/WTL ❑ Checked By: WTL v ❑ Project Number 0023_00 f~ �b ti 0 SHEET TITLE V h � V7 � COMMERCIAL POOL - POOL LOCATOR �a ab ® SHEET NUMBER Q V 0 N "y t4M q q w o ad p q v Q v LE A •d �m 101 Id 14 +� POOL EQ# DTL#/SHT# REQ'O CATALOGUE DESCRIPTION 2 MAN DRAIN VAK-PAK 12' VAK-PAK MD/6"/2 FRAME & GRATE HAYWARD #SP-1032 I I / LE4.2 2 HYDROSTATIC RELIEF VALVE HAYWARD SP-1056 SCP-HAY-25-1526 2 COLLECTOR TUBE HAYWARD #SP-1055 5CP-HAY-25-1517 2 2 / LE4.1 16 GUTTER FITTING HAYWARD #5P-1019 SCP- - 5-1500 3 2 / LE4.1 I GUTTER AIR RELIEF HAYWARD #SP- IOIq SCP-HAY-25-1500 I VACUUM FITTING HAYWARD #SP-10225 4 2 / LE4.1 5CP-HAY-25-1504 I FLUSH PLUG HAYWARD #5P-1022C SCP-HAY-251-1503 5 6 / LE4.1 I CROSS -BRACE LADDER S.R.SMITH LFB-30-313 W NON -SLIP TREADS SCP - SPECIAL ORDER 6 4 / LE4.1 8 DEPTH MARKINGS - 4" HIGH TILE SUPPLY - 6' X 6' SLIP -RESISTANT TILES WINTER PARK 7 4 LE4.1 / 8 'NO DIVING' MARKINGS - 4' HIGH TILE SUPPLY - 6' X 12' SLIP -RESISTANT TILES WINTER PARK S.R.SMITH 3HR- 6'-04q 8 5 / LE4.1 2 HANDRAIL - 6' (CUSTOM) q 5 / LE4.1 6 WEDGE ANCHORS S.R.SMITH AS-1000 SCP - SPECIAL ORDER 10 5 / LE4.1 6 ESCUTCHEONS S PSMITSPECIAL ORDER 11 3 / LE4.1 I STATIC WATER LEVEL FITTING HAYWARD SP-1423 SCP-HAY-25-1500 3 / LE4.1 2 UNDERWATER LIGHT (30OW / 12V) AM.PROD.#78438100 SCP-AMP-30-639 3 / LE4.1 2 NICHE (I" CONDUIT) AM.PROD.#782105 SCP-AMP-30-661 3 / LE4.1 2 TRANSFORMER (30OW/12V) INTERMATIC PA300 SCP-INT-30-745 13 10 / LE4.1 13 FLOOR RETURN HAYWARD SP-14255 SCP - SPECIAL ORDER 'THE POOL PLUG" BY 14 q / LE4.I 4 HYDROSTATIC RELIEF VALVE SWIMMING POOL SPEC. 1-301-733-7750 SCP - SPECIAL ORDER 5 2 / LE2.2 2 4'-6" VOLLEYBALL STANCHION RECREONICS #46-023 116b .109 WALL WITH TOP EYE (800) 428-3254 2 / LE2.2 2 SLIDING COLLAR W/EYEBOLT RECREONICS #46-030 (800) 428-3254 WATER GRADE VOLLEYBALL NET RECREONICS (CUSTOM) 17 4 / LE3.2 I (CUSTOM SIZING) (1300) 428-3254 18 2 / LE2.2 2 STANCHION SOCKET ANCHOR RECREONICS #46-040 (BRONZE) 6'x VIO O.D. (800) 428-3254 19 2 WATER VOLLEYBALL RECREONICS #q2-862 (FNA OFFICIAL) (800) 428-3254 20 2 POLE (16' STRAIGHT) RAINBOW SCP-RAM-40-2113 21 1 HANGER SET NYC POOL HANGERS 5CP-NYC-40-2052 22 1 LIFE PRESERVER JIM #G-24 3CP-=JIM-40-2016 23 1 THROW ROPE - 60' AJG #60 SCP-AJG-40-2050 _ RAINBOW 221026 24 1 RESCUE HOOK SCP-RAI-40-2132 25 1 VACUUM HOSE - 50' PLF #OV21611205OSCP SCP-PLF-40-2176 26 I VACUUM HEAD RAINBOW #201266 SCP-RAI-40-2126 27 5 / LE4.2 I POOL RULES SIGN 28 6 / LE4.2 I RESTROOM LOCATOR SIGN 2q I FIRST AID KIT - 25 PERSON RECREONICS MODEL # 12-042 TAYLOR 2005 30 I TEST KIT SCP-TAY-45-912 31 1 LEAF BRUSH BB-40-2015 SCPCP-ADD- AQUALITY 6001 32 1 LEAF SKIMMER SCP-AQY-40-2235 SPECTRUM #27450 33 3 / LE2.2 I HANDICAPPED LIFT ANCHORS (600) 776-530q SPECTRUM SL-350 34 - HANDICAPPED LIFT ASSEMBLY (800) 776-530q "-" = NOT REQUIRED NOR INCLUDED CQMOpf ENT W'AnRMAU USTNU" SCALE. NONE THESE DRAWINGS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT AND ARE NOT INTENDED FOR ANY OTHER PURPOSE. TO THE BEST OF MY KNOWLEDGE, THESE ORAWNGS MEET THE REQUIREMENTS SET FORTH N F.A.C. 64E-q. THESE DRAWINGS %MP NOT a CONSTRUED TO MEET ALL REQUIREMENTS FOR THE CONSTRUCTION OF THE POOL, BUT ONLY THOSE REQUIREMENTS SET FORTH BY F.A.C. 64E-q. 1) THE POOL(S) THAT ARE NC09PORATED N THESE DRAWINGS MUST BE N STRICT ACCORDANCE WITH THE DRAWINGS N ORDER TO OBTAIN A STATE OPERATING PERMIT. ALL CHANGES MUST HAVE WRITTEN APPROVAL FROM THIS ENGINEER AND THE DEPARTMENT OF HEALTH (DOH) PRIOR TO SUCH CHANGE OR ALTERATION BEING MADE. 2)THE POOL CONTRACTOR SHALL HAVE THE CONSTRUCTION AUTHORIZATION FROM DOH BEFORE APPLYING FOR A BUILDING PERMIT OR COrMNCING CONSTRUCTION OF ANY KIND. 3) OBSERVATIONS REQUIRED BY THIS ENGINEER: THE FOLLOWING JOBSITE OBSERVATION IS REQUIRED BY THIS ENGINEER N ORDER TO SECURE THE ENGINEERING CERTIFICATION OF THE POOL(S) PRIOR TO DOH'S OPERATING PERMIT INSPECTION. A) FINAL OBSERVATION (PRIOR TO DOH'S OPERATING PERMIT INSPECTION). N2. GENERAL CONTRACTOR'S RESPONSPILITES THE GENERAL CONTRACTOR SHALL SUPPLY OR COMPLY WITH THE FOLLOWING: 1) AN ACCEPTABLE I -INCH COLA WATER SUPPLY TO THE FILTRATION SYSTEM WITH A MINIMUM 60-423I PRESSURE. 2) THE POOL. MAKEUP WATER SUPPLY SHALL BE ACCEPTABLE POTABLE WATER AS TO BACTERIOLOGICAL/CHEMICAL ANALYSIS. 3) __74__ AMPS OF __L__ PHASE/__VOLTS ELECTRIC SUPPLY TO THE ELECTRICAL PANELS. 120 VAC POWER SHALL BE SUPPLIED TO THE UNDERWATER LIGHT LOW VOLTAGE TRANSFORMERS (LOCATED AROUND THE POOL). 4) A 6-NCH WASTEWATER GRAVITY LINE CAPABLE OF HANDLING - 140--G.P.ML TO AN AUTHORIZED DISPOSAL AREA (AS ALLOWED BY LOCAL CODES). 5) A FIVE FOOT HIGH (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES). 6) FIRST AID EQUIPMENT READILY ACCESSIBLE TO BATHERS. 7) A DECK RINSE SHOWER WITH HOSE BIBB SHALL BE LOCATED WITHIN 20 FEET OF EACH POOL. 13)A FACILITY OR AREA FOR CHEMICAL STORAGE UNDER ROOF AND PROTECTED FROM ACCESS BY UNAUTHORIZED PERSONS (CHEMICALS MAY NOT BE STORED IN THE FILTER ROOM OR VAK-PAK). q) THERE SHALL BE NO PROVISION FOR ORNK OR FOOD -SERVING FACILITIES WITHIN 12 FEET OF ANY POOL WATER'S EDGE. 10) PROVIDE AT LEAST 7 FEET VERTICAL CLEARANCE ABOVE POOL WATER AND DECK SURFACES. N3. LIGHTING AND ELECTRICAL NOTES 1) ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS INCLUDING GROUNDING OF METAL EQUIPMENT TO MEET OR EXCEED THE NATIONAL ELECTRICAL CODE. 2) NO OVERHEAD WIRING WITHIN 10 FEET HORIZONTAL OF INSIDE EDGE OF POOL WALL. 3) ALL UNDERWATER LIGHTS SHALL BE EQUIPPED WITH LOW-WATER CUTOFF DEVICES. 4) THE FOLLOWNG AREA LLUMINATION 15 NECESSARY FOR APPROVED NIGHT SWIMMNG: A) OUTDOOR POOL(Sr 3 FOOT CANDLES AT THE POOL WATER AND DECK LEVELS. 0)INDOOR POOL(Sr 10 FOOT CANDLES AT THE POOL WATER AND DECK LEVELS. 5) THE OWNER SHALL SUBMIT TO THIS ENGINEER 8 COPIES OF THE DECK ILLUMNATION CALCULATIONS AND DESIGN. NOTE THAT THESE CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED N THE STATE OF FLORIDA. IF NO CALCULATIONS ARE AVAILABLE, THIS ENGINEER MAY BE DIRECTED TO PROVIDE THEM. 6) IF NO ILLUMINATION CALCULATIONS AND DECK LLUMNATION DESIGN ARE SUBMITTED TO DOH, THEN NO NIGHT SWIMMING WILL BE PERMITTED. N THAT EVENT, THE POOL $HALL BE AUTHORIZED FOR DAYLIGHT USE ONLY. 7) ONE (1) GH-PROTECTED RECEPTACLE SHALL BE PROVIDED A MINIMUM OF 10 FEET (AND A MAXIMUM OF 20 FEET) FROM EACH POOL. 6) ONE (1) CFI -PROTECTED RECEPTACLE SHALL BE PROVIDED A MINIMUM OF 5 FEET (AND A MAXIMUM OF 10 FEET) FROM EACH SPA. N4. MISCELLANEOUS CONSTRUCTION NOTES 1) THE FLTRATION SYSTEM SHALL BE LOCATED AS NDICATED UNLESS THIS ENGINEER SPECIFICALLY GIVES PRIOR AUTHORIZATION TO RELOCATE. 2) ALL COLLECTOR TANKS SHALL BE PLACED STRICTLY AS NDICATED UNLESS THIS ENGINEER SPECIFICALLY PROVIDES WRITTEN AUTHORIZATION TO RELOCATE. 3) IF APPLICABLE, THE GUTTER SHALL BE A MINIMUM Q INCHES WIDE. N5. CHEMICAL REQUIREMENTS 1) THE POOL CONTRACTOR, PRIOR TO ACCEPTANCE, SHALL ATTAIN THE FOLLOWING CHEMICAL OPERATIONAL PARAMETERS. WRITTEN CONFIRMATION (VERIFIED BY A THIRD PARTY) SHALL BE SUBMITTED TO THE OWNER AS WELL AS THIS ENGINEER. SUCH CONFIRMATION SHALL BE A SWORN, NOTORIZED STATEMENT BY THE POOL CONTRACTOR ACCOMPANIED BY A WRITTEN REPORT STATING THE LEVELS OF THE FOLLOWING CHEMICAL/LEVELS. 2) DISINFECTANT LEVELS: MINIMUM M7EAL MAXIMUM POOL FREE CHI.09W, PPM 1.0 2.0-4.0 5.0 SPA FREE CHLORINE, PPM 2.0 3.0-4.0 5.0 COMBINED CHLORINE, PPM NONE NONE 0.2 BROMINE, PPM 3.0 4.0-5.0 6.0 3) CHEMICAL VALUES 7.2 7.4-7.6 7.8 TOTAL ALKALINITY, PPM 60 80-140 180 DISSOLVED SOLIDS, PPM 300 1000-2000 3000 HARDNESS, PPM 150 200-400 500-1000 COPPER, PPM NONE NONE 1.0 SILVER, PPM NONE NONE 0.1 RON, PPM NONE NONE 0.2 4) STABILIZER. CYAMURIC ACID NOW 25-40 100 N6. DOH REQUIREMENTS FOR REST ROOMS 1) THE FLOORS SHALL BE CONSTRUCTED OF AN IMPERVIOUS MATERIAL AND SHALL HAVE ANON -SLIP SURFACE FLASH. CARPETS ARE NOT ALLOWED. 2) THE FLOORS SHALL SLOPE TO A FLOOR DRAIN (THE FLOOR DRAIN SHALL COMPLY WITH LOCAL CODES). 3) A HOSE BIBB WITH A VACUUM BREAKER IS REQUIRED N EACH REST ROOM. 4) THE JUNCTURE OF THE FLOOR AND WALLS SHALL BE COVED. 5) OUTSIDE ACCESS FROM THE POOL(S) TO THE REST ROOMS IS REQUIRED. 6) EACH REST ROOM MUST BE LOCATED WITHIN A 200-FOOT RADIUS OF THE POOL WATER'S EDGE. 7) EACH RESTROOM ENTRANCE SHALL BE LABELED APPROPRIATELY ('MIEN'/'WOMEN'). 8) PROVIDE SMOOTH, SLIP -RESISTANT OECKNG TO THE RESTROOMS FOR THE FIRST 15 FEET MINIMUM. D.0.H. N0` E82) SCALE. NONE THE POOL IS ROTATED IN THIS VIEW - REFER TO SHEET LE-1.1 POOLS o CQMEr"'ME T UD PLAN UIE�I�J SCALE. 114" = I' FOOL SIZES LENGTH: 4q'-0" WIDTH: 2q'-1 1/2" PERIMETER: 142'-4' AREA: 1,006.83 VOLUME: 27,111.9 BATH. LOAD: 28 TURNOVER: Ig3.7 MIN.S DEPTHS: 3'-O"MIN./ 4'-6' MAX. FLOOR SLOPE: varies RECIRC. RATE: 140 ?" OVERALL MINIMUM HEIGHT) ti a H A q a w -'dADE a AQUATIC DESIGN & ENGINEERING, INC. A AQUATIC ENGINEERS CERT. OF AUTH. # EB--0007361 Phone (407) 469-3131 0 FAX (407) 469-4449 o P.O. Box 660127 ❑ Montverde ❑ Florida 34756 e-mall: aq1uaLic0(iigital.uet q a M PROJECT 0 v v Iq a 0 V, c. ° a q v 00 m v C a v E-a J L. O L. o U. n v W /Cd \ F v o C �w b O U 00 0 ° � o 0 Wco IL O L • O 40 MO AE U O �j • � H o q v o V � o w U 'd p'+, 0 � q v° °� a 11 REVISIONS wb ° a� ❑ #1 ❑ #2 b d ❑ #3 ° ❑ #4 E� H 646 N ISSUED FOR: i V o � ❑ CD 6075 o ❑ CD 95% ❑ CD 100% ❑ BIDDING ® PERMIT 05/01/00 ❑ CONSTRUCTION a ® SEAL fAA v p William T. Lindemann, P.E. Florida P.E. # 33577 40 aH a� OW ti a� b o �d 0 b� 0 -' � N a w ooa ®SHEET DATA U O ❑ Drawn By: JAT/KRM/WTL ❑ Checked By: WTL ❑ Project Number 0023_00 vb h M SHEET TITLE V r� vi w ,d COMMERCIAL POOL A - EQUIPMENT I.D. $4 - DOH NOTES ti IM SHEET NUMBER 0 W o �a qv v A d v 21 0Z LE 4 o�� dV a EXTEND ALL PIPING TO VAK—PAK. SEE SHEET LE— I. I FOR VAK—PAK LOCATION. POOL SIZES LENGTH: 4g'—O' WIDTH: 2g'-1 1/2" PERIMETER: 142'-4' AREA: 1,006.53 VOLUME: 27,11I.9 BATH. LOAD: 25 TURNOVER: 1g3.7 MIN.S DEPTHS: 3'-oMIN./ 4'-6' MAX. FLOOR SLOPE: varies RECIRC. RATE: 140 PLUMEMNG FLOW SPECIFICATIONS lei-fr_ oior- VFI /)/'ITV O/ nc PIPE TYPE (K) SCHED. (FT/SEC) FLOW G.P.M. MAIN DRAIN 6 40 80 1.59 100 140 GUTTER 6 40 1.59 100 140 FILTER RETURN 3 40 80 6.35 100 140 VACUUM LINE 2 40 5.11 100 50 STATIC PIPE 2 40 -- 100 — LEGEND OF PLUMBING SYMBOLS ■. —4 O GUTTER FITTING VACUUM FITTING FLOOR INLET HYDROSTATIC RELIEF MAIN DRAIN ALL PIPING UNDER SHELL SHALL BE SCH. 60 PVC NI. PLUMBING INSTALLATION REMARKS THE PIPING LAYOUT SHOWN ON THIS SHEET 15 FOR CLARITY ONLY. SEE THESE INSTALLATION REMARKS FOR PIPING PLACEMENT. NOTE: NO PIPING ALLOWED UNDER PLANTER AREA. NOTE: NO PIPING ALLOWED UNDER PLANTER AREA. 2. ALL PLUMBING PIPING TO BE PLACED NEAR THE BEAM OF THE POOL. IF THE REQUIRED 13ACKFILL AND COMPACTION CANNOT BE ATTAINED, M A O N DD rmR A ND C U T T E D N A C U U M/ S T A T C� p O N G::11 F L T ER M D WATER �� r"��� THEN ALL PIPING SHALL BE STRAPPED TO THE POOL SHELL WITH THE � MAXIMUM SPACING SPACE SHOWN: PIPE SIZE: 1" 1.5" 2" 2.5" 3" 4" 6" 8" M/A� U N A M M /p� Tj M" � /J � � �/�Q SCALE: 1 /8" = 1 ' D � Q G I A M M A �- M p Q E W SCALE: 1 /8" = 1 ' MAX. SPACING: IL 5" 5.5' 6' 7" 7.5" 8' T G=� �n1 u v ❑U V �'l�'1 3. PIPE HANGER DETAILS AND SPECIFICATIONS SHALL BE SUBMITTED TO THIS ENGINEER FOR WRITTEN APPROVAL PRIOR TO INSTALLATION. 4. THE GUTTER PIPING SHALL BE INSTALLED SO AS TO ALLOW THE MAIN GUTTER SUPPLY PIPE TO HAVE A SLOPE DOWNWARD TOWARD THE COLLECTOR TANK. ANY MODIFICATION TO THIS INSTALLATION PROCEDURE MAY RENDER THE GUTTER PIPING INOPERATIVE. 5. THE MAIN DRAIN PIPING SHALL BE INSTALLED SO AS TO ALLOW THE MAIN DRAIN SUPPLY PIPE TO SLOPE UPWARD TOWARD THE COLLECTOR TANK. AT NO POSITION SHALL THE MAIN DRAIN PIPING CHANGE SLOPES N SO AS TO ALLOW AN AIR POCKET OR TRAP TO OCCUR. ANY MODIFICATION TO THIS INSTALLATION PROCEDURE MAY RENDER THE MAIN DRAIN PIPING INOPERATIVE. 6. THE PLUMBING NUICATED ON THESE SHEETS ARE SHOWN IN A DIAGRAMMATIC VIEW ONLY. ADDITIONAL FITTINGS WILL CERTAINLY BE REQUIRED FOR THE COMPLETE PLUMBING INSTALLATION, 7. ALL PIPING SHALL CONFORM TO ACCEPTED WORKMANSHIP STANDARDS AND SHALL BE TESTED AS FOLLOWS: t' A) ALL PRESSURE PIPING MUST BE TESTED BY MEANS OF WATER DTL 2/LE--2. PRESSURE TO A MINIMUM OF 35 P.S.I. FOR 3 HOURS PRIOR t&A TO BACKFILLING OR FILLING THE PLUMBING TRENCHES. MAINTAIN of a oPRESSURE ON PIPING THROUGHOUT THE DECK"S PLACEMENT. B) ALL NON ---PRESSURE PIPING SUCH AS GUTTER PIPING, MAIN DRAIN + LE3.2 PIPING, SKIMP IER PIPING, ETC., MAY BE STATIC -TESTED FOR A PERIOD OF 24 HOURS (IN LIEU OF A PRESSURE TEST). ALL PIPING SHALL BE 17 STAMPED WITH THE MANUFACTURER'S MARKING THAT IT IS 2' RA!M:Er APPROVED FOR USE WITH POTABLE WATER (NSF-PW). ALL PIPING 7.20 7.20 TYP.SHALL BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE. R60 YP' 4'-6" 6. ALL PIPING SHALL BE CAPABLE OF BEING DRAINED FOR FREEZE — — — — — — _ PREVENTION. PROVIDE BLOW-OUT PLUGS AND NOZZLES FOR — " DRAINING PIPES. q. EXTEND ALL PIPING TO THE FILTRATION SYSTEM. N �ECT10N L00ATOO f� PLAN V 0E W SCALE. 1 /16" = 1 DTL 5/LE--4.1 DTL 3/LE-4.1 DTL 6/LE-4.1 DTL I/LE-4.2 W DDTH VMW %Q?-)Ek`0TD0N V UE W v � E G` T 0 N V Q E W SCALE. 1 /2" _ 1. " „" ` f I.S. - -T. I SCALE. 1 /4" = 1 ' N2. FLOOR SLOPE RESTRICTIONS I. ANY TRANSITION IN FLOOR SLOPE SHALL OCCUR AT A MINIMUM OF 5 FEET OF WATER DEPTH. ANY SLOPE TRANSITION MUST HAVE A 2"—WIDE BLACK TILE ACROSS THE BOTTOM AND EXTEND UP BOTH SIDES OF THE POOL, AS WELL AS A SAFETY LINE MOUNTED 2 FEET BEFORE THE SLOPE CHANGE (ON THE SHALLOW —END). EACH SAFETY LINE SHALL HAVE FLOATS LOCATED A MAXIMUM OF 7 FEET APART. 2. THE MINIMUM FLOOR SLOPE 15 1 FOOT OF DEPTH CHANGE FOR EACH 40 FEET OF HORIZONTAL DISTANCE. THE MAXIMUM FLOOR SLOPE IS 1 FOOT OF DEPTH CHANGE FOR EACH 10 FEET OF HORIZONTAL DISTANCE. 3. THE ABSOLUTE MINIMUM POOL WATER DEPTH IS 3 FEET. THERE ARE NO DEVIATIONS ALLOWED TO THIS MINIMUM WATER DEPTH. 4q AADE v a a W 0 AQUATIC DESIGN & ENGINEERING, INC. A 2 AQUATIC ENGINEERS 41 V CER` , OF AU`I'H. # EB-0007361 -4 Phone (407) 469-3131 ❑ FAX (407) 469-4449 o P.O. Box 560127 ❑ Montverde ❑ Florida 34756 e—mall: aquaticf�#digital.riet d ® PROJECT 0 V .b a cd a O v a A 1 fA Lq .�.r h P4 J L A 0 Cd LL 0 CL.7 w yy� T o T 1� IL 0 o m C U o H O� 0 0 �E L. a � o �En En cf) 0 70 (n .0 P, U O P O .d w O �b b� o� k a� y O v V A Cd 0 to °a w Ed REVISIONS au � ❑ # 1 H ❑ #2 v q ❑ #3 ° ❑4 v V H w ® ISSUED FOR: V � ❑ CD 60% o ❑ CD 95% ❑ CD 100% ❑ BIDDING 21 ® PERMIT 05/01/00 P. ❑ CONSTRUCTION A° 14 o ® SEAL fnA v go William T. Lindemann, P.E. Florida P.E. # 33577 A O to 92 -� d '4-2 �V 0 0� ..e oa ® SHEET DATA o d " ° ❑ Drawn By: JAT/KRM/WTL ❑ Checked By: WTL ❑ Project Number 0023_00 vb ti M SHEET TITLE U � O COMMERCIAL POOL - PIPING, SECTIONS_ - & NOTES 1 M SHEET NUMBER ti o to d d W o �d d v to A -d �E 302 v 0Z W W P N 1 NI. STRUCTURAL NOTES AND RESTRICTIONS I. IT IS THE RESPONSIBILITY OF THE OWNER AND OR CONTRACTOR TO OBTAIN VERIFICATION FROM A REGISTERED SOLS ENGINEER THAT THE ASSUMED DESIGN LOAD -BEARING CAPACITY OF 2,000 POUNDS PER a SQUARE FOOT 15 AVAILABLE AT THE POOL LOCATION. PREPARATION OF THE SURFACES OF LOAD -BEARING SOILS SHALL BE IN ACCORDANCE WITH THE SOILS ENGINEER'S REQUIREMENTS. '� m 2. THE SOIL/EARTH UNDER EACH POOL SHALL HAVE A SOL DENSITY ANP N2.4 w COMPACTION OF 95% (MN.) OF THE OPTIMUM MODIFIED STANDARD N4.q PROCTOR TEST. NO DEFLECTIONS OR SETTLEMENTS ARE PERMISSIBLE. N2.3 / N4.2 N4.3 3, THE PROTRUDING CORNERS LOCATED WITHINTHIS POOL SHALL HAVE A N I.10 100 r'- " N22 q MINIMUM of A 2-NCH RADIUS FOR SAFETY PURPOSES. N4.7 N4.4 N4.1 N AQUATIC DESIGN & ENGINEERING, INC. 4. ALL RENFORCNG STEEL PLACED WITHIN THE POOL SHALL BE GRADE #60, 2r N3•4 # 4 REBAR SPACED AT 12 INCHES O.CE,W. UNLESS OTHERWISE NOTED. N2 q 5. TIE ALL REBAR5 AT ALTERNATE INTERSECTIONS. COVER ALL r N2.1 N3.1 SL N4 S CL, A (� U A T I C ENGINEER S REINFORCING STEEL WITH A MINIMUM OF 2,5 INCHES OF SHOTCRETE, 6. THE REWORCNG INDICATED IS ADEQUATE ONLY WHERE THE BACKFILL " - P N4.8 N2.I CEIt'I'. OF AU`I'H. # EI3-0007361 IS AWELL-DRAINED GRAVELLY MATERIAL. i2r 4 r r Phone (407) 468-9131 El FAX (407) 409-4449 7. THE POOL STRUCTURE SHALL BE 4,000 PSI SHOTCRETE. THE SHOTCRETE N3 5 o Y.U. Box 56U127 ❑ Montverde ❑Florida 34756 MIX DESIGN SHALL PROVIDE A MINIMUM .45 WATER/CEMENT RATIO. " Zlr N23 N2.4 a e-mail: aquaticdigital.riet ADE 8. THE ENTIRE SHOTCRETE STRUCTURE SHALL BE MAINTAINED N A r DAMPENED OR WATER -IMMERSED CONDITION FOR A MINIMUM 7 DAYS AFTER _ I I 10 X• N3.6 15" 0 ® PROJECT PLACEMENT TO ASSIST N PROVIDING PROPER CURING. 9. PLACE A 6-MIL MEMBRANE (VISQUEEN OR EQUIVALENT PRODUCT) BETWEEN N1,4 - 240 M. N3.2 ® � THE EARTH AND THE STRUCTURE TO ASSIST N CONCRETE CURING. NZ 5 N10.5 N4.6 N4.5 10. THE ADJACENT DECKING SHALL BE SEPARATED FROM THE POOL/SPA N2.6 N10.5 STRUCTURE VIA THE USE OF A ONE -HALF -INCH -WIPE EXPANSION JOINT. N I.5 -" OMP THE JOINT SHALL BE COMPRISED OF 3VA #12-SL OF A PLASTIC CONTROL __ -`- - q JOINT CHANNEL. N 1.6 �D VA L* y ° 11. PLACE ALL DECKING ON COMPACTED SOILS VERFIED TO BE AT A 957 (MNMIUMI) DENSITY. N2.6 N3.1 12. GRATING BY GRATE TECHNOLOGY OR ASTRAL. MATERIAL TO BE U/V RESISTANT N 1.7 A AND SECURED TO BEAM TO PREVENT UNAUTHORIZED REMOVAL, N2.8 N3.3 q NZ N2. GUTTER PIPING / POOL BEAM REQUIREMENTS N 1.8 8" N2.5 N 10.5 N4.10 N 1.3 I. THE OVERFLOW GUTTER LIP SHALL Be UNIFORMLY LEVEL WITH A MAXIMUM �7" TOLERANCE OF .25 INCH BETWEEN THE HIGH AND THE LOW AREAS. 2. THE GUTTER LIP SHALL SLOPE DOWNWARD 2 INCHES (FROM THE LIP OF THE FN I. IN4.7 tiGUTTER TO THE GUTTER DRAINS).3" 33. THE BOTTOM OF THE GUTTER SHALL BE LEVEL. I.2 2 ° W f+ 4. THE GUTTER DRAIN FITTINGS SHALL BE PLACED AS INDICATED ON SHEET LE-3,1, BUT SHALL NOT EXCEED A MAXIMUM OF 10 FEET OF SEPARATION. N 1 6 N 1.11 5. ALL PIPING BEHIND THE POOL BEAM (AND BENEATH THE POOL. FLOOR) SHALL BE ON COMPACTED SOILS OR SECURELY ATTACHED TO THE POOL BEAM. SUBMIT SUPPORT DETAILS TO THIS ENGINEER FOR PRIOR APPROVAL. :� O A 6. WHEN ONLY WALL INLETS ARE SPECIFIED, THEY SHALL BE NO MORE THAN 20 Q D _ ^ Q Q � V/ FEET APART AND FLOW A MAXIMUM OF 15 GPM PER INLET FITTING. EACH WALL NUJ/A1�//' UUNT � p MET SHALL Be DIRECTIONALLY ADJUSTABLE. POOL �QM STRUUTURM pppQN� WALL, T�LL,E� p MQRNERS ° 7. LOCATE WALL VACUUM FITTINGS TO Be WITHIN 10 INCHES OF THE WATERLINE. , Use.MANTAIN A FLUSH -MOUNTED VACUUM PLUG WHEN THE FITTNG I5 NOT IN * E C T O � V V � L� W SCALE: 1" = 1 ' !v S E C T � � N V � � W SCALE. 1 /2" = 1 ' S M E T p O N V � � W SCALE. 1 /2" = 1 ' p E I S p E (� T � � E V � � W SCALE: NONE w �, L 41 8. THE UPPER PART OF POOL WALL IS WITHIN 5 DEGREES OF VERTICAL FOR AT U U V o Q C LEAST 2.5 FEET, AND THE RADIUS JOINING THIS UPPER SECTION TO THE FLOOR MIL DOES NOT EXCEED 2.5 FEET. IF THE UPPER SECTION OF THE WALL IS N AN AREA V 0) 0 IS THAT GREATER THAN 5 FEET DEEP, THEN THE WALLS SHALL BE VERTICAL ti a WITHIN 5 DEGREES. MAINTAIN VERTICAL WALL ANGLES FOR A MINIMUM v DEPTH EQUAL TO THE POOL DEPTH MINUS 2.5 FEET. THE RADIUS SHALL BE 6 b U 0 INCHES MINIMUM AND 2.5 FEET MAXIMUM. 9. LOCATE ONE AIR VENT N THE GUTTER PIPING SYSTEM. SEE THE DRAWINGS �'e .� AA`` FOR THE LOCATION OF THE REQUIRED AIR VENT. �.L W Li.. N3 N3. UNDERWATER LIGHT, NICHE, AND STATIC PIPE 0 I. EACH UNDERWATER LIGHT SHALL BE 12 VOLTS / 300 WATTS AND INSTALLED r o L WITH A LOW -VOLTAGE TRANSFORMER. LOCATE EACH TRANSFORMER A ?'-O w C O MINIMUM OF 8 INCHES ABOVE THE MAXIMUM POOL WATER ELEVATION. C 2. EACH UNDERWATER LIGHT FIXTURE SHALL BE LOCATED A MINIMUM OF N6.5 G 18 INCHES BELOW THE OPERATNG WATER SURFACE ELEVATION. N6.2 �A A, 3. ALL UNDERWATER LIGHTS SHALL BE EQUIPPED WITH LOW-WATER CUTOFF N5,3 ° VJ 0 4. DEVICES. FINAL LOCATION OF THE LOW -VOLTAGE TRANSFORMERS WITH N5.2 32" N5 q N6.8 N6.4 (j� .� THE LANDSCAPE ARCHITECT. NOTE THAT THE MAXIMUM LIGHT ELECTRICAL 28r ° o CORD LENGTH IS 80 FEET. N5.1 N6.1 N6.5 .0 5. ELECTRICALLY BOND AND GROUND EACH METALLIC DEVICE WITH A #8 SOLID ° q COPPER `fHW' NSULATED GROUND WIRE N ACCORDANCE WITH THE NEC N5.7 REQUIREMENTS (AS WELL AS LOCAL CODES). ram, q 6. EXTEND A 2-NCH STATIC PIPE FROM THE POOL WALL (12 INCHES DEEP 40 +' MINIMUM) TO THE FILL PROBE AT THE WATER -LEVEL SENSOR IN THE 40 N4.7 8" ti COLLECTOR TANK, PLACE A HAYWARD #SP-101q GRATE FITTING AT THE POOL b w IN WALL JUNCTURE. 7,2" ►.J4 N4. WALL / TILES AND MARKERS"I II. PERMANENT DEPTH MARKERS SHALL BE PLACED ON THE POOL WALLS AND 10, 36" ° DECK EDGE AT THE SHALLOW -END, SLOPE BREAK, AND DEEP END. ADDITIONAL NS.I N6 q VERY P,� DEPTH MARKINGS SHALL BE PLACED TO MAINTAIN A MAXIMUM 25-FOOT N5.4 N5.6 A h0" YP. " a ��CI BETWEEN ALL MARKINGS, THE LETTERING SHALL Be A CONTRASTING N3 5 N5 5 32r N5 7 ; 0 2. EACH DEPTH MARKING AND 'NO DIVING' MARKING LOCATED ON THE DECK SURFACE (WITHIN 2 FEET OF THE WATER'S EDGE) SHALL BE OF A SLIP- N5.8 N6.6 RESISTANT MATERIAL AND BE CONTRASTING W COLOR. 6-NCH x 6-NCH SLIP- N3.5 q •� ®REVISIONS 3. THE MIMNMUM HEIGHT OF EISTANT TLES Ake ACH MAR" SHALL Be 4 INCHES. D. N6,4 4. THE ONLY AUTHORIZED ABBREVIATIONS FOR 'FEET', INCHES', AND WTERS' POOL WILL Be 'FT', 'N', AND 'M' RESPECTIVELY. A B DEPTH r 120 N6.3 a � ❑ �1 5. F THE POOL DOES NOT HAVE AN APPROVED OWING BOWL CONFIGURATION, 6' 3 -O PSI "'j" 1• �47 P TYP. r N6.7 2 THE RULE ''NO DING MUST BE POSTED ON THE POOL RULES SIGN N 4-NCH 3'-1 A ❑ #3 HIGH LETTERS ON A CONTRASTING BACKGROUND. (NOTE: AN APPROVED UNIVERSAL •• B r ❑ _4 NO ' DIVING' SYMBOL TILE MAY Be SUBSTITUTED FOR THE ABOVE 'NO DIVING' TILE ,24 ro ° 6. THERE SHALL BE 4-NCH HIGH "NO DIVING' TLED MARKINGS (NON -SLIP) 2f VERIFY H LOCATED ON TOP OF THE CURB OR DECK WITHIN 2 FEET OF THE POOLWATER'S 0 ® ISSUED FOR: EDGE AND PLACED EVERY 25 FEET AROUND THE POOL, SECTION ELEVATION 7. ALL DEPTH MARKNGS SHALL BE LOCATED TO ACCURATELY DEPICT THE ACTUAL WATER DEPTH WITHIN 3 INCHES. MEASURE THE WATER DEPTH AT A El CD 60% LOCATION 3 FEET FROM THE VERTICAL WALL DEPTH MARKING. A p A d A ❑ CD 95% v o 8. REFER TO THE POOL FINISH SCHEDULE FOR WALL, FLOOR, AND GUTTER Q DD Q LaL D L A D DE'O--' 0 T �l �3 T E G� � D C �' Q [� NOT USELD=�/' w SURFACING MATERIALS, THE INTERIOR SURFACE SHALL BE REFLECTIVE AND 6�% �, �, ❑ CD 100% SLIP -RESISTANT N NATURE TO ASSIST N THE VIEWING OF PERSONS. 5(�' �j j� /J (j (� A/�/� SCALE; 1 /2" =1 ' SCALE: 1 /2" = 1 ' / v ❑ BIDDING q. SLOPE ALL DECKNG AWAY FROM THE POOL AT A MINIMUM 2 PERCENT AND A S E� U O Il V V Il LS 1��/ �j 2 W PERMIT 05/01/00 MAXIMUM 4 PERCENT. ALL DECKNG SHALL Be SLIP -RESISTANT AND NON - ABSORBENT. 10. THE GUTTER LIP TLE SHALL BE A MINIMUM OF 2-NCH x 6-NCH BU.LNOSE TILE 0 TION OF A CONTRASTING CO{ OR. b q M SEAL N5 N5, HANDRALS AND STEPS I. EACH HANDRAIL SHALL BE ANCHORED ON THE DECK AND THE BOTTOM STEP. ° A 2. EACH HANDRAIL SHALL EXTEND A MINIMUM 28 INCHES ABOVE THE DECK o William T. Lindemann, P.E. SURFACE AND HAVE THE DIMENSIONS INDICATED. Florida P.E. # 33577 3. EACH 14ANORAL SHALL BE FABRICATED OF STAINLESS STEEL, GRADE #304 WITH A MIRROR FINISH. 4. A DARK, CONITRASTNG BULLNOSE MUDCAP TILE IS REQUIRED AT THE NTERSECTIONS OF EACH TREAD, RISER, AND BENCH EDGE. THESE TLES SHALL a HAVE A .75-INCH WIDTH ON THE HORIZONTAL TREAD SURFACE FOR VISIBILITY. +, o 5. LIGHT BLUE STEP TLES ARE NOT ALLOWED. N I0.2 aw 6. THE MAXIMUM RISER ALLOWED 15 10 INCHES. w 7. THE RISERS SHALL BE UNIFORMLY EQUAL AND DIMENSIONED AS NDICATED, 8. THE MINIMUM TREAD WIDTH 13 12 INEAN CHS D DIMENSIONED AS INDICATED. Nq.2 N I.q N 10.3 Ilk, ALL STEP TREADS SHALL BE SLIP-RESISTANIT, q. GUTTER AREA AT TOP STEP LOCATION SHALL SLOPE 1/2' FROM LIP OF GUTTER. CONTRACTOR SHALL PROVIDE AN EVEN TRANSITION FROM THIS N 10,1 o AREA TO THE NORMAL 2' SLOPED GUTTER. Nq, I N I.2 " u N6 N6. LADDER/RAIL REQUIREMENTS 4 DIAi TER I. ONLY CROSS -BRACED LADDERS ARE PERMISSIBLE. ° 2. EACH LADDER SHALL EXTEND A MINIMUM 28 INCHES ABOVE THE DECK ELEVATION. 3. THE MAXIMUM DISTANCE BETWEEN THE POOL WALL AND THE LADDER SHALL u BE 6 INCHES. THE MINIMUM DISTANCE SHALL BE 3 INCHES.2 a 146 4. THE LADDER SHALL BE CONSTRUCTED OF STAINLESS STEEL, GRADE #304 WITH Nq.3 oD III SHEET DATA, A MIRROR FINISH. 5. ACCEPTABLE MANUFACTURERS INCLUDE S.R. SMITH AND RECREONCS. 6. EACH LADDER TREAD SHALL BE SLIP -RESISTANT. ❑ Drawn By: JAT/KRM/1►TL 7. THE LADDER SHALL CONTACT THE POOL WALL WITH WHITE RUBBER BUMPERS. 1 I-III-III-III=III- PLACE MULTIPLE 6-INCH x 6-NCH WHITE TLES AT THE JUNCTURE OF ❑ Checked B WTL T THE POOL WALL AND LADDER BUMPERS TO ASSIST IN PREVENTING DAMAGE -I I I_I I I-1 I N 10.4 m ❑ Project Number 0023_00 TO THE POOL INTERIOR. I I/2" d 8. SECURE EACH LADDER AND RAIL TO THE DECKING AND POOL VIA THE USE OF SECTION PLAN DECK ANCHOR SOCKETS WITH CHROME -PLATED ESCUTCHEON PLATES, A) h '� ®SHEET TITLE 9. REFER TO DTL I/LE-2.1 TO VERIFY USAGE ON THIS PROJECT. N7 N7. GRAB RAILS / INLET STEPS Ln 2. THICKEN IPOOL W ILL A METKSTEPSAREp1�'D THE EDGE OF EACH INSET STEP. �( Q jam( M �% p jam( %Q� j�j VALVE �% Q �Q `� COMMERCIAL P00T N8 NO. UNDERWATER BENCH AT POOL WALL Il ll M DE Il ML NO U USED ll ll Il DROS IJ A Il M rEUEF V AL V E FLOOR10 �NLE 11 p �`' I, THE MAXIMUM WIDTH OF THE UNDERWATER BENCH IS 18 INCHES (MINIMUM fS g 9 �p p� pp ��p - DETAILS 14 NCHES). S E C T � O � V V �� SCALE: 1" = 1' V � �l � SCALE: 1" = 3" �' 2. LOCATE THE BENCH 22 INCHES BENEATH THE WATER SURFACE. 3. THE MAXIMUM WATER DEPTH AT WHICH BENCHES MAY BE LOCATED IS 5 FEET. Nq Nq. HYDROSTATIC RELIEF VALVE / PLUG I. NOTE THAT THIS POOL STRUCTURE (3) IS NOT DESIGNED TO WITHSTAND o a ® SHEET NUMBER HYDROSTATIC UPLIFT OR GROUND -WATER CONDITIONS THAT COULD CAUSE ao p FLOATING OF THE STRUCTURE (5). THE HYDROSTATIC RELIEF VALVES AND/OR POOL PLUGS MUST Be INSTALLED TO ASSIST IN THIS AREA OF CONCERN. 2. ORDER THE POOL PLUG WITH NO PLASTER INSTALLED SO THAT IT MAY BE v .. A FINISHED WITH THE SAME INTERIOR FINISH AS SPECIFIED HEREIN. AN IDENTICAL COLOR MATCH IS REQUIRED, w o 3. LOCATE I CUBIC FOOT OF .75-NCH CRUSHED STONE BENEATH EACH HYDROSTATIC RELIEF PLUG. PUNCTURE THE VAPOR BARRFR AT EACH q HYDROSTATIC PLUG LOCATION. NIO NIO. FLOOR INLET I. THE FLOOR MET SHALL BE INSTALLED SO AS TO FLASH LEVEL WITH THE r- ADJACENT FLOOR SURFACE. NO SHARP EDGES OR SURFACES ARE PERMITTED. Q °' 2. EACH FLOOR INLET SHALL Be EQUIPPED WITH A FLOW -ADJUSTMENT RNG. o 3. USE HAYWARD #SP-1425-5 FOR THIS ASSEMBLY. 4. ALL PIPE UNDER POOL FLOOR SHALL BE PVC SCHEDULE 80. a 5. FILL AROUND EACH FITTING WITH NON -SHRINK GROUT. NI NI. MAN DRAIN / DEEP -END REQUIREMENTS I. THE DEPTH AT THE DEEPEST POINT / MAN DRAIN GRATE DOES NOT DEVIATE MORE THAN 3 INCHES FROM THE SIDEWALL DEPTH MARKINGS AT THAT LOCATION. 2, EACH MAN DRAIN GRATE SHALL HAVE A MINIMUM OF 66 SQ. IN. OPEN AREA; THE MAXIMUM WATER VELOCITY THROUGH EACH GRATE IS 1.5 FPS. 3. EACH MAN DRAN GRATE SHALL BE SECURELY FASTENED TO PREVENT UNAUTHORIZED REMOVAL BY BATHERS. 4, EXTEND A DEADLNE DEWATERNG PIPE FROM THE ROCK BED BELOW THE MAN DRAN SUMP TO THE SURFACE. LOCATE THE SURFACE -END OF THE DEADLINE DEWATERNG PIPE WITHIN A VALVE BOX TO ALLOW FOR THE FUTURE USE OF THIS PIPE. REFER TO NOTE #Nq ON SHEET LE-4.1 FOR ADDITIONAL HYDROSTATIC REQUIREMENTS. 5. REFER TO THE POOL FINISH SCHEDULE FOR WALL, FLOOR, AND GUTTER SURFACING MATERIALS. THE INTERIOR SURFACE SHALL Be REFLECTIVE AND SLAP -RESISTANT IN NATURE TO ASSIST N THE VIEWING OF PERSONS. N 2 N2. DECK/BEAM REQUIREMENTS THE POOL./SPA DECKING INSTALLER SHALL NSTALL AND PLACE THE DECKING SO THAT THE FOLLOWING SPECIFICATIONS ARE MET: I. THE ADJACENT DECKING SHALL Be SEPARATED FROM THE POOL/SPA STRUCTURE VIA THE USE OF A ONe-HALF-NCH-WIDE EXPANSION JOINT. THE JOINT SHALL BE COMPRISED OF SKA #12-SL OR A PLASTIC CONTROL JONT CHANNEL, 2. PLACE ALL DECKING ON COFpACTED SOILS VERIFIED TO BE AT A q5Y. (MN.) DENSITY. (oPTrW, MODIFIED PROCTOR TEST). 3. PLACE ONE CONTINUOUS #5 REBAR AROUND THE PERIMETER OF THE DECKNG ADJACENT TO THE POOL/SPA BEAM AND AT THE OUTERMOST DECK PERMETER. 4. ALL DECKING SHALL COMPLY WITH ALL LOCAL CODES AND HAVE EXPANSION JOINTS PLACED SO AS TO NOT ALLOW ANY AREA LARGER THAN 400 SQUARE FEET. CONTROL JOINTS SHALL Be PLACED SO AS TO NOT ALLOW ANY AREA LARGER THAN 60 SQUARE FEET. ALL DECK SURFACES SHALL I* SLIP -RESISTANT AND CONSTRUCTED OF AN IMPERVIOUS MATERIAL. 5. THE DECKING SHALL BE PLACED USING CONCRETE RATED AT 2,500 PSI 215 DAYS. 6. UTLIZE WIRE MESH (6-NCH X 6-NCH-W IA) OR FIBERMESH. 7. DECKS SHALL HAVE A MN" UNOBSTRUCTED WIDTH OF 4 FEET AROUND THE PER1"ETER OF THE POOL/SPA, POOL/SPA CURB, LADDERS, HANDRALS, SLIDES AND HANDICAPPED LIFT ASSEMBLES. (EXCEPT THAT A 10-FT. MN. WIDE DECK 5 REQUIRED AROUND A WAVING POOL- - IF SHOWN.) ALL DECKNG WILL SLOPE AWAY FROM THE POOL/SPA OR TO DECK DRAINS WITH THE FOLLOWING SLOPE: 4 MN" SLOPE OF 2% (2.4 NCH PER 10 FEET) u. MAXIMUM SLOPE OF 4% (4.15 NCH PER 10 FEET) 6. ALL DECKING SHALL BE OF A 3LP-RE561ANT AND NON -ABSORBENT MATERIAL. APPROVAL BY THIS DESIGN "NEER IS REQUIRED PRIOR TO THE DECK NSTALLATION TO ASSIST N ENSURING COMPLIANCE WITH F.A.C. 64E-q. 9. THE MNMUM VERTICAL CLEARANCE ABOVE POOL/SPA WATER AND DECK 13 7 FEET. 10. NO WOOD DECKNG, WOOD EXPANSION JOINTS, OR CARPETNG SHALL Be NSTALLED N DECK AREAS REGULATED BY F.A.C. 64E-q. 11. DECKS ADJACENT TO PARKING AREAS SHALL HAVE TRAFFIC BARKERS NEXT TO THE DECKING (AS NEEDED) TO PREVENT DECK OBSTRUCTION BY VEHICLES. 12. THE FIRST 15 FEET OF DECK WALKWAY FROM THE POOL./SPA TO THE SANITARY FACLITES %*U• ALSO Be OF A SMOOTH, NON41350 BENT, AND SUP -RESISTANT MATERIAL. 13, ALL ELEVATIONS SHALL BE FMVtl? AT THE PROJECT TO ALLOW FOR ADJACENT ELEVATIONS. N DECKNQ FOP, A REVIEW OF ELCONTACT ATIOMIS, CONSTRUCTION JOINTS, AND PLACING PAN"/CONTROL JJONI5' F_N_3_1 N3. WASTE LINE REOMEMENTs L ALL WASTEWATER SHALL BE ROUTED TO THE NEAREST AUTHORIZED OUTFALL ACCESS DRAIN VIA A 6-NCH AIR GAP. 2, ALL PVC PIPING EXPOSED TO SUNLIGHT AND UV RAYS SHALL BE PROTECTED FROM DEGRADATION BY APPLYING AN ULTRAVIOLET RESISTANT COATING. 3. ATTACH A 6-NCH x 8-NCH REDUCER TO BUSO NC AT THE UPPERMOST PONT OF THE WASTE PIPE (TO ACT AS A FUNNEL). 4. IN THE EVENT OF MUI.TPLE POOLS, EACH POOL. SHALL HAVE ITS OWN WASTE PIPE. NIL 144. DECK SHOWER REQUIREMENTS L THE GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL A DECK SHOWER TO BE LOCATED WITHIN 20 FEET FROM THE WATER -LINE EDGE OF EACH POOL, 2. THE TREAT DWWOODD SW USCHIAULRL k BASENLCLTUS RATED. AL.L II''IDER EDGESSURE- SHALL HAVE A ONE -HALF -NCH CHAMIFER. 3. THE SHOWER NOZZLE SHALL I* A DRENCH -TYPE AS MANUFACTURED BY THE MURDOCK COMPANY (50-471--7700). USE MODEL #M-4273 WITH A SPRING - LOADED SELF-CL.OSNG VALVE WITH A PULL CHAIN AND LEVER DEVICE. 4. COMPLY WITH ALL LOCAL CODES. 5. ONE HOSE BIBB WITH VAC" BREAKER IS REQUIRED AT THE DECK EDGE. N5 N5. sIGNAGE REQUIREMENTS I. RULES AND REGULATIONS FOR BATHERS MUST Be POSTED NEAR POOLSIDE AND SHALL BE LEGIBLE FROM EACH POOL AND POOL DECK AREA. STRICT COMPLIANCE FOR THE EXACT VERBAGE IS MANDATORY FOR FINAL APPROVAL. ALL LETTERING SHALL Be. A MINIMUM I -INCH HIGH, EXCEPT THAT THE 'NO OWING" LETTERING SHALL BE 4 INCHES HIGH. THE LETTERING SHALL Be CONTRASTING. 2. F THE POOL DOES NOT HAVE AN APPROVED DIVING BOWL CONFIGURATION, THE RULE, "NO DIVNG', MUST BE pOSTED ON THE POOL RULES SIGN N 4-INCH HIGH LETTERS ON A CONTRASTING BACKGROUND, N6 N6. RESTROOM SIGNAGE REQUIREMENTS I. IF THE DOORS TO THE PoOLSDE REST ROOMS ARE NOT VISIBLE FROM THE POOL, THEN A SEPARATE DIRECTIONAL SIGN SHALL Be SUPPLED AND INSTALLED. 2. LETTERING SHALL BE A MNMUM OF 4 NCHES HIGH AND ON A CONTRASTING. BACKGROUND. N 1.2 MAW W DI R" A N SECTPON V [IMF W SCALE. 112" = 1' DECK DRENCH SHO�J`�EPC ELE V ATDON V [I M W SCALE: 112" = 1' I/2' N2.6 N2.1 N2.4 N2.5 N2.7 N2.8 POOL .._.-+.d 4" EDGE �4 a+ DECK J N2.2 N2.3 C�OO[►���'f MC�T�Oo[N OJT. AT POOL BEAM, SECTMN VEW SCALE: NONE I N5.2 I POOL RUL E0 NO DIMNU" 1. NO ANIMALS ALLOWED IN OR AROUND POOL DECK. 2. NO FOOD, DRINK OR GLASS IN POOL OR ON POOL DECK. 3. SHOWER BEFORE ENTERING POOL. 4. BATHING LOAD: 213 5. POOL HOURS: 13 A.M. TO 5 P.M. 6. POOL MAXIMUM WATER TEMPERATURE: 104 DEGREES. 7. CHILDREN UNDER 12 SHALL HAVE ADULT SUPERVISION. S. PEOPLE WITH HEALTH PROBLEMS AND PEOPLE USING ALCOHOL, NARCOTICS OR OTHER DRUGS THAT CAUSE DROWSINESS SHOULD NOT USE THE POOL(S) WITHOUT CONSULTING A DOCTOR FIRST. I N5.1 I [� Oo 01� M M M� M � 2 U ELEV n TKUDIN MO W SCALE: NONE N3. I (a --I N3.1 WQOTE UNC QER') u"Qp ELM V ATMMOMlV V EW SCALE. 1/2"=1' 0 E�M%s ooMs E L E M d=a T 11 N V E W SCALE: NONE tlVtl i-7 lz0 aADE F1 V d a hD a W a AQUATIC DESIGN & ENGINEERING, INC. p AQUATIC ENGINEERS CEI(r, OF AUTFI. # EB-0007361 Plione (407) 468-3131 ❑ FAX (407) 468-4448 o Y.U. Box 560127 ❑ Montverde ❑ Florida 34756 e-mail: aquatic0digital.net a a E PROJECT 0 U b 0 a � ♦^ U2 v ti a ca J E� �- O i cd (L O A /� 0 C Q c � b � .V ro 0-) 0 C "" EL 0 Q. o cd °~ C O O E T00 V cr) O C a U ;_A• �� o wQ)ti 0 •d w V 'd b� �P. a,4j 0 P4 a A E REVISIONS Nb ❑ #1 ❑ #2 d ❑ #3 o ❑ #4 H ;ti E ISSUED FOR: �i V V -1 ❑ CD 60% ov ❑ CD 95% ❑ CD 100% ❑ BIDDING ° ® PERMIT 05/01/00 o ❑ CONSTRUCTION a a E SEAL �o N A William T. Lindemann, P.E. q Florida P.E. # 33577 w:J V to t� ati o E, w aw 0 H P, b o � o w + a� 0 U � / a w (, oa ® SHEET DATA U O ❑ Drawn By: JAT/KRM/1fTL 10 ❑ Checked By: WTL ❑ Project Number 0023_00 �b ti E SHEET TITLE U u! N w ,d COMMERCIAL POOL A - DETAILS gib❑❑ A id E SHEET NUMBER 0 0 c, v� ao m as w o v n •d 0 q 'd v .o O LE 42 v'� NI NI. DECKING NOTES AND REMARKS THE POOL DECKING INSTALLER SHALL INSTALL AND PLACE THE DECKING SO THAT THE FOLLOWING SPECIFICATIONS ARE MET: I. 4-FT. WIDE MINIMUM DECK AROUND POOL(S) EXCEPT THAT A 10-FOOT WIDE (MINIMUM) DECK IS REQUIRED AROUND A WADING POOL (IF SHOWN). ALL DECKING WILL SLOPE AWAY FROM THE POOL(S) OR TO DECK DRAINS WITH THE FOLLOWING SLOPE: MINIMUM SLOPE OF 2% (2.4 INCH PER 10 FEET) MAXIMUM SLOPE OF 4% (4.8 INCH PER 10 FEET) 2. ALL DECKING SHALL BE OF A SLIP -RESISTANT AND NON -ABSORBENT MATERIAL. APPROVAL BY THIS DESIGN ENGINEER IS REQUIRED PRIOR TO THE DECK INSTALLATION TO ASSIST IN ENSURING COMPLIANCE WITH F.A.C. 64E-q. 3. THE MINIMUM VERTICAL CLEARANCE ABOVE POOL'S WATER AND DECK IS 7 FEET. 4. NO WOOD DECKING, WOOD EXPANSION JOINTS, OR CARPETING SHALL BE INSTALLED IN DECK AREAS REGULATED BY F.A.C. 64E-q. 5. DECKS ADJACENT TO PARKING AREAS SHALL HAVE TRAFFIC BARRIERS NEXT TO THE DECKING (AS NEEDED) TO PREVENT DECK OBSTRUCTION BY VEHICLES, 6. THE FIRST 15 FEET OF DECK WALKWAY FROM THE POOL TO THE SANITARY FACILITIES SHALL ALSO 13E OF A SMOOTH, NON -ABSORBENT, AND SLIP - RESISTANT MATERIAL. 7. ALL ELEVATIONS SHALL BE FINALIZED AT THE PROJECT TO ALLOW FOR ADJACENT ELEVATIONS. 8. CONTACT THIS ENGINEER PRIOR TO PLACING DECKING FOR A REVIEW OF ELEVATIONS, CONSTRUCTION JOINTS, AND EXPANSION/CONTROL JOINTS. q. ALL DECK-O-DRAINS SHALL BE DRAINED WITH MINIMUM 3-INCH PVC PIPING TO THE CLOSEST STORM SEWER. MAINTAIN A DOWNWARD SLOPE OF 1% MIN. IN THE DRAINAGE PIPING AS IT PROCEEDS TOWARD THE STORM SEWER SYSTEM. 10. PROTECT EACH DRAIN FROM CONSTRUCTION DEBRIS BLOCKAGE. N2 N2. ATRIUM DRAIN I. THE CONTRACTOR WHO IS RESPONSIBLE FOR PAVING DECK AROUND OTHER DRAINS IN THIS SYSTEM SHALL POUR THE CONCRETE COLLAR AND SHALL BE RESPONSIBLE FOR SETTING THE ELEVATIONS. 2. 4-INCH WIDE CONCRETE COLLAR. 3. ATRIUM GRATE (NOS # 12g0). 4. 12-INCH x 12-INCH x 6.5-INCH RISER EXTENSIONS AS REQUIRED (NOS # 1216/ 115). 5. 12-INCH x 12-INCH x 14-INCH SINGLE OUTLET CATCH BASIN (NOS # 1213) 6. SCHEDULE #40 PVC FITTINGS. 7. PVC STORM DRAIN LINE. SEE DRAINAGE PLAN FOR SIZES. 8. ALL CATALOG ORDER NUMBERS FROM N05 -- NATIONAL DIVERSIFIED SALES DRAINAGE PRODUCTS CATALOG. (800) 235-3533. N3 N3. DECK AREA DRAIN I. N.D.S. #qq9-5 DECK GRATE. THE COLOR SHALL BE SELECTED BY THE OWNER. 2. N.D.S. #g 16 RISER EXTENSIONS (QUANTITY AS NEEDED). 3. N.D.S. #q01-6 CATCH BASIN WITH PVC OUTLET. 4. N.D.S. TELEPHONE NUMBER: 1-800-235-3533 5. LOCATE SPECIFIED DECK AREA DRAINS AT THE JUNCTURE OF EXPANSION JOINTS OR CONTROL JOINTS, N4 N4. DECK EDGE I. SET THE SOIL ELEVATION 2 INCHES BELOW THE SURFACE OF THE DECKING. 2. FINISH THE EDGE OF THE DECK WITH .25-INCH RADIUS. 3. PLACE ONE CONTINUOUS #5 REBAR, GRADE 40, AT THE DECK EDGE IN THE CENTER OF THE CONCRETE. 4. INSTALL COMMERCIAL GRADE FIBERMESH IN THE CONCRETE. 5. PLACE ALL DECKING WITH 3,000 PSI (AT 28 DAYS) CONCRETE. MAXIMUM SLUMP IS 4 INCHES. 6. PLACE A VAPOR BARRIER TO ASSIST IN CONCRETE CURING. N5 N5. CONCRETE DECKING - ACRYLIC KNOCKDOWN FINISH I. MASK ALONG EACH CONTROL JOINT TO PREVENT ROCK SALT PITS FROM OCCURING TOO CLOSE TO THE SAW CUTS OR JOINTS. 2. .5--INCH x 4--INCH CONTROL JOINTS 3. ALL CUT JOINTS SHALL BE .25-INCH x 2-INCH DEEP. 4. PLACE ALL DECKING ON COMPACTED SOILS WITH A MINIMUM q5 (MODIFIED, OPTIMUM PROCTOR TEST). %DENSITY N6 N6. N.D.S. MINI "SPEE-O" CHANNEL DRAIN I. THIS DRAIN CHANNEL IS AVAILABLE IN A VARIETY OF COLORS. SUBMIT ACTUAL SAMPLES TO THE OWNER FOR SELECTION. 2. EXTEND PIPE TO THE WASTE OUTLET. 3. GRATE (11.3 50. IN. / FOOT SURFACE AREA). 4. N.D.S. MINI "SPEE-D" CHANNEL DRAIN. HIGH -IMPACT PVC WITH U/V INHIBITORS AND REINFORCED WITH TITANIUM. 5. N.D.S. MINI "SPEE-D" CHANNEL DRAIN MODEL #500 (6 FT. LENGTH) 6. BOTTOM STRAINER MODEL #550 IS WITH 2-INCH SCH. 40 OUTLET. 7. 2-INCH SCH. 40 BOTTOM OUTLET. 8. 3-INCH PVC SCH. 40 PIPE. N I.q N2. I AMR U M DDRoA�N EL► EVATMN VEW SCALE: 1-112" = I' N3.5 SECTION VIEW DECK AREA DRAIN V�EWS olo DECK DRAIN SCALE, 1-112" = I' CONCRETE DECK - ACRYLIC KNOCKDO!1l11lll! FINISH SECTIOONI ni SCALE: 1" = I' I N 1.2 I I N 1.3 I I N4.1 I N4.4 NIJ N4�6 N5.5 DDE0fN EDGE le 2Jr 7114 SCALE: 1-112" = I' POOL SIZES LENGTH: 4g'-O" WIDTH: 2g'-1 1/2" PERIMETER: 142'-4" AREA: 1,006.133 VOLUME: 27,1111A BATH. LOAD: 28 TURNOVER: Ig3.7 MIN.S DEPTHS: 3'-00MIN./ 4'-6" MAX. FLOOR SLOPE: varies RECIRC. RATE: 140 N.DD .S. �i H 99�F EE- DD� ur ANNCL DD IMA N VIE�I SCALE. NONE Vd �-i dD aADE v a w AQUA`PIC DESIGN &ENGINEERING, INC. AQUA`PIC ENGINEERS CER` , OF AU`1'H. # E13-0007361 Phone (407) 469-3131 ❑ FAX (407) 469-4449 o P.O. Box 660127 ❑ Moutverde ❑ Florida 34756 e-mail: aquatic6digital.net q a M PROJECT 0 V b a a a a H a a � L A Cd LL 0 O C CL F Q Cd O �U W Q) C C o Cd n 1L 00 wH O O �E b CO 0 "C �a � •- a �r V 0 ,7r o U . O rtf w U 'b •d c� 0 �a V2 d ® REVISIONS �ro t W El#1 qA H ❑ #2 b ❑ #3 ❑ #4 U M ISSUED FOR: V U ❑ CD 607. ov ❑ CD 95% ❑ CD 10079 ❑ BIDDING ° ® PERMIT 05/01/00 ❑ CONSTRUCTION a 11 SEAL �o �Q d William T. Lindemann, P.E. o Florida P.E. # 33577 �0 a� y 0 �o H w ow w_ bo �a a� 0 ug a�00 o a 0 SHEET DATA oa 4 ° ❑ Drawn By: JAT/KRM/WTL v ❑ Checked By: WTL 01 ❑ Project Number 0023_00 vb ti N SHEET TITLE V n� w y COMMERCIAL POOL -- DECK DRAINAGE - DETAILS pro N SHEET NUMBER r-. H O Fy ,� wo LE �a A� 413 FN-17 NI. FILTRATION NOTES I. ALL PUMPS SHALL BE SELF-PRI1NG. 2. ALL PUMPS SHALL HAVE A HAIR/LINT STRAINER (EXCEPT FOR VACUUM D.E. FLIER PUMPS). 3. ALL VALVES SHALL BE PROPORTIONAL -FLOW TYPE (EXCEPT HEATER ISOLATION VALVES). 4. ALL GAUGES HAVE A 2-NCH FACE DIAMETER. PRESSURE GAUGES SHALL INDICATE A SCALE OF 0-60 PSI. ALL VACUUM GAUGES SHALL INDICATE A SCALE OF 0-30 INCHES OF MERCURY. N2 N2, HEATER SYSTEM NOTES L MATERIALS USED N SOLAR AND OTHER HEATERS ARE NON-,TOX1C AND ACCEPTABLE FOR POTABLE WATER USE. 2. BYPASS VALVES ADJUSTING THE WATER FLOW TO HEATERS SHALL BE OF A PROPORTIONAL -FLOW TYPE. 3. OBSERVE ALL MANUFACTURER REQUIREMENTS FOR CLEARANCES AROUND HEATERS. 4. OBSERVE ALL MANUFACTURER REQUIREMENTS FOR HEATER VENTILATION AND EXHAUST FLUES. N3-1 N3, SAND -FLIER SYSTEM NOTES I. SAND FLIERS MEET THE REQUIREMENTS OF NSF STANDARD 50, Ig96, 2. SAND FILTERS SHALL HAVE A SIGHT GLASS MOUNTED IN THE BACKWASH LINE. 3. SAND-FLTER TANKS EACH HAVE AN AIR -RELIEF VALVE. FN-4-1 N4. DIATOMACEOUS EARTH -FILTER SYSTEM NOTES I. THE SEPARATION TANKS SHALL MEET / EXCEED THE AREA SIZE OF THE DIATAMACEOUS EARTH FLIER AREA. 2. COMPONENTS AND MATERIALS HAVE BEEN TESTED AND APPROVED USING NSF STANDARD 50, Iq%. 3. EACH D.E. GRID HAS A MNIMUM I -NCH SEPARATION BETWEEN GRIDS. 4. VACUUM D.E. SYSTEMS HAVE A 2-NCH DIAMETER FACE VACUUM GAUGE (0-30 INCHES). 5. FLIER TANK HAS COVED INTERSECTIONS BETWEEN THE WALLS AND FLOOR. THE FLOOR SLOPES TO IHE TANK DRAIN. 6. DE PRESSURE TANKS TO HAVE AR --RELIEF VALVES. 7. ALL PRESSURE DE SYSTEMS WITH MULTPORT VALVES SHALL HAVE A 'RINSE" CYCLE TO ALLOW THE DE POWDER COATING TO BE RECIRCULATED WITHOUT SENDING WATER BACK TO THE POOL. 6. PROVIDE A CLEAR SIGHT GLASS IN THE FLIER BACKWASH LINE. N5 N5. CARTRIDGE -FLIER SYSTEM NOTES I. THE FLIER 5 SIZED TO PROVIDE A MAX" FLOW OF .375 GPM/SF. 2. COMPONENTS AND MATERIALS HAVE BEEN TESTED AND APPROVED USING NSF STANDARD 50, M%. 3. CARTRIDGE -FILTER TANKS EACH HAVE AN AIR -RELIEF VALVE. 4. THE FLIER CARTRIDGES ARE EACH PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME, PORE SIZE, AND FILTER AREA. N6 N6. CHEMICAL -FEED SYSTEM NOTES I. ALL CHEMICAL FEEDERS MEET THE REQUIREMENTS OF NSF STANDARD 50, 19%. 2. EACH FEEDER IS CAPABLE OF PROVIDING A MINIMUM DOSAGE OF 6 PPM. 3. ALL ELECTRICAL CHEMICAL FEEDERS SHALL HAVE AN ELECTRICAL INTERLOCK WITH THE FLIER PUMP. 4. ALL SOLUTION CROCKS ARE MARKED TO INMATE CONTENTS. 5. ALL SOLUTION CROCKS HAVE SUBSTANTIAL LDS THAT WILL NOT ALLOW MATERIALS TO SPILL INTO TANK. DO NOT PUNCTURE ANY CHEMICAL CROCK LID. 6. EROSION FEEDERS HAVE A FLOWMETER AND FLOW -ADJUSTMENT VALVE. 7. A TAYLOR #2005 TEST KIT IS REOWED (TESTING FOR FAC, TAC, pH, TA, CAH, CYA). N7 N7. EQUIPMENT ENCLOSURE NOTES L THE EQUIPMENT ROOM ENCLOSURE SHALL BE LOCKABLE. 2. EQUPIILNT ROOM FLOOR IS CONCRETE (AND/OR SLIP -RESISTANT) AND SLOPED TO A FLOOR DRAIN. 3. THE EQUIPMENT ROOM ACCESS IS AT LEAST 4 FEET x 7 FEET. 4. THE EQUIPMENT ROOM IS PROVIDED WITH A HOSE BIBB, VACUUM BREAKER AND AN AUTO-FLL SYSTEM (WITH A 4-NCH AIR GAP). 5. EQUIPMENT ROOMS WITH FIXED CEILINGS ARE A MINMIUM OF 7 FEET HIGH, 6. EQUIP'MNT ROOM SHALL BE ILLUMINATED TO HAVE A MINIMUM 30 F.C. OF ILLUMINATION. 7. STORE ALL BULK CHEMICALS UNDER ROOF IN A SECURE (LOCKED) AREA. 8. THE EQUIPMENT ROOM SHALL HAVE FORCED -DRAFT OR CROSS VENTILATION. POOL PIPING GUIDE PI# DTL#/SHT# NAME PIPE SIZE (IN.) A 5 / LE5.1 MAIN DRAIN PIPE 6 6 5 / LE5.1 GUTTER PIPE TO COLLECTOR TANK 6 C 5 / LE5.1 FILTER PUMP SUCTION 4 D 5 / 1-E5.1 FILTER PRECOAT 3 E 5 / LE5.1 FILTER TANK DRAIN 3 F 2 / LE5.1 COLD WATER FILL SYSTEM G 4 / LE5.1 OVERFLOW 2 H 4 / LE5.1 STATIC 2 I 5 / LE5.1 WASTE 2 J 5 / 1-E5.1 TO HEATER 2 K 5 / LE5.1 FROM HEATER 2 L 5 / LE5.1 FILTER RETURN 3 M NOT USED N 6 / LE5.1 CL2 INJECTION 0 5 / LE5.1 VACUUM 2 POOL FE# DTL#/SHT# REa'D DESCRIPTION PART NUMBER 1 2 / LE5.1 I 11142E/208 VAC474A RECIRC PUMP: 3 H.P. Pac-Fob 140 GPM (9 50 TDH 34-520q FILTER FLOW RATE: 140 GPM 2 2 / LE5.1 I VACUUM PUMP: I H.P. Pac-Fab 50 GPM @ 60 TDH 34-5205 3 2 / LE5.1 - FEATURE PUMP: H.P. GPM © TDH 4 1 / LE5.1 I VACUUM D.E. Vak-Pok 3 / LE5,1 40 GRIDS @ 3,75 SF EACH AP-20-1-PC TOTAL FILTER AREA = 150 FILTER FLOW RATE: 0.c13 GPM/SF FLIER / COLLECTO� TANKS: Vak Pak 5 4 / LE5.1 1 VACUUM D.E. FILTER TANK VF-22-1-12 524 GALLONS CAPACITY OUTLETS: 6/6/4 /2/2/3 4 / LE5.1 I AUTO -FILL SYSTEM Vak-Pak WATER FILL PIPIE SIZE: I" FWFS 6 5 / LE5.1 2 SEPARATOR SEPARATOR TANK JACUZZI 2 UNITS RATED ® 805.F. EACH 7 5 / LE5.1 I EROSION CHLORINE Vok-Pak UNITS @ 16.5PPD EACH CL-75 COMPLETE WITH FLOWMETER & CHECK VALVE CF-30300-P 8 5 / LE5.1 1 3" FLOWMETER 6Y Rolo-Chem 100 - 320 q 5 / LE5.1 I VACUUM GAUGE 10 5 / LE5.1 I THERMOMETER �Ja FINISH GRADE 32 FRONT - �� �� �� SIDE CB-400 CABINET NOT INDICATED IN THESE VIEWS UAK PAK ENCLOSURE E L E V G=d T Q CO"I" N V � E W SCALE. 112" = 1' m '- -- FILTER GRID TANK CAPACITY = 524 GALS. D.C. QI�D G��G�Q�1Q 8 r0HuEM A TPC p0QEW SCALE. NONE TO FLOOR INLETS 140 gpm COLD WATER SUPPLY SEE DTL 3 FOR D.E. GRID PIPING FROM MAIN DRAIN 140 gpm - FROM GUTTER 140 gpm - FROM VACUUI 50 gpm M NG' SCALE. NONE N7.6 WASTE FE-6 CB-400 CABIN NCLOSURE(S) EQUPD- ENT LD-. ,PLAN VIE'l�l 10MRIF111-111 PAK V 0 E W 10 PIPE DIAMETERS MIN. FROM FILTER POOL. SIZES LENGTH: 4g'-o" WIDTH: 2g'-1 1/2' PERIMETER: 142'-4' AREA: 1,006.133 VOLUME: 27,111.q BATH. LOAD: 28 TURNOVER: Ig3.7 MIN.S DEPTHS: 3'-o"MIN./ 4'-6' MAX. FLOOR SLOPE: varies RECIRC. RATE: 140 CB-1000 CABINET SCALE: 112" = I' FRONT ELEVATION `- SIUE ELEVATION THIS TANK HAS BEEN ELONGATED -- OBSERVE DIMENSIONS SCALE.- 112" = I' 5 PIPE DIAM. MIN, 12" TO POOL FLOW M ETER o CHEMM"'QL NJEC it DOO M TYpU0 n p SGMEM ATj �C SCALE. • NONE V bb v v twADE- q w AQUATIC DESIGN & ENGINEERING, INC, Q AQUATIC ENGINEERS co CERT, 01' AU`1'H. # E13-000 7361 Phone (407) 469-3131 ❑ FAX (407) 469-4449 o Y.U. Box 560127 ❑ Montverde ❑ Florida 34756 e-snail: aquatic@digital.net v d 0 PROJECT 0 b q 0 a q a 0A, � J E t r}-0 L- O i A 11 4) w � � Q Cd a. O � � fA O L 0� C o� � o w � v V� rr0n� C U o F., V • 11�� o p o ,y U 0 �b o P p' o Hq vv ao M REVISIONS kb W �� ❑ #1 H #2 d ❑ #3 ❑ #4 Fti IN ISSUED FOR: al V V ❑ CD 60% ov El CD 95% v ❑ CD 100% v ❑ BIDDING a ® PERMIT 05/01/00 o CI CONSTRUCTION 0 SEAL v o p William T. Lindemann, P.E. o Florida P.E. # 33577 bD ,q o a ti H W N_ oW c, a; vi q �a�o a� 0 w f (0 0 Po, a 18 SHEET DATA avi U O ❑ Drawn By: JAT/KRM/WTL ❑ Checked By: WTL ❑ Project Number 0023-00 (b 0 SHEET TITLE h(A W v �b 2 COMMERCIAL POOL - FILTRATION d M SHEET NUMBER �P LE 551 0 w o �d q v •ep•� �� �b A� j AUST MEET' FLORL. F- SANFORD BUILIVIq OFZPT. 1) 0 IE3CON M NALLY T HE S E Im SHALL BE PROCEE0 WITH -i-(1 VIOLATE, ANY Or THE L NOR SHALL I5SUAr1 C. !.;02 BUILDING UEPt 'CHEREAITER A 'CORREC- Y1 E City of Sanforcl Model if, Standarcl 130iding Coda 1997 ed. Standard [311jrnbing Co(je 1997 ed. Standard "110chanical Code, 1997 ed. National FE-fec-frical co(jo 1996 ed. See City Code ANIENDMENTS FL. Accc,,Gsibility Cod�-)s 1997 c: FL. " Tic'-V Code 1997 I MIT REVISIONS PERMIT # ADDRESS CONTRACTOR C� DATE // - '_3 .� r PH # �'0,7 z1,Z-- 5G FAX #��, 73:;� DESCPRITION OF REVISION; UTILITIES A% IA FIRE `v / A BLD i 1 S L O C U M p L A T, T, S ARCHITECTS DESIGN STUDIO, P.A. TO: Mr. Bob Bott City of Sanford Building Department ATTN: TEL: LETTER OF TRANSMITTAL Date: October 31, 2000 Project: Windsor Pines Apartments SPA Number: 00-005 RE: \J WE ARE SENDING YOU VIA ❑ Regular Mail Courier ❑FAX # ❑ Express Mail ❑ Picked Up Total pages, including transmittal: For: ❑ Information ❑ Comment ❑ Approval ❑Action Noted: ❑ NE (No Exceptions taken) ❑ MC (Make Corrections noted) ❑ SS (Submit Specified item) ❑ RR (Revise and Resubmit) r--1--- . - REMARKS: u Urgent Li For your review ❑ Reply ASAP p ❑ Please comment Attached are revised elevations for Windsor Pines. The stucco has been deleted and replaced with fiber cement siding. COPY TO: SIGNED: William P. Platts /AR 13262 300 South Park Avenue, Suite 200 * Wiuter Park, Floricla 32789 TEL (407) 645-3019 • FAX (407) 645.2771 ''ylle� . ��s"' .� _ — -- ._._.�- �I ICI � "'_'� '�' � ■ � IIIII�I —�— � ■ ■ ��r � ��� "I� �Ilrlll Is�l ■. ■ ■ e ■ e ■.■ � ■■■ ® IIII�I IIl ■■ ■ ■ ■ OUR � ■ ■ �iilil� ■■■ loll � ■■■' ' e■■ ®� loll i � 1 ■�■ 1 ■■■' :� � pie ' lose _ ■■■■ ■ ' loot ' ■os n nil ■.■■ _ ■■■■ ■■■ ■. ■■ ■■■, ■ ■.■■ ■ ■ ■■r� ® ■ ® aril 1��I ■Os' , ■o■ 1 loos' logo _ _.:. _ 1 ■■l MIN ,.�.�.�. loll l■■ ®e■■ r ik, :i •-il i I�I>i�����Itllll�I I - I - ICI 1 � II lI�111 I _-.--.�„__ .� .,�,. ��- of f ���� ���II p ®� n�lll I I � � �I�11 �r� �/ /i • � � !� ■ ■ �'�?r r ■ �i:�� •�, � ■ S �, � `{ s� �,• "': r / • . NO r IIII�II It I I� loll ,, , •* �� I 11�I � � 3r3,� � �, e■■ �r ;Y ♦ ■ Illfil� III �I III 111��11 a '� •r N' R7 �' �� Yf �''.3 sA 11,1� t��I It1Ir1 11�1 ®' �1 n�lll _-i �f -,� r •1 CEDAR • AND r ARE _ 1 �IIIII�I a 11 Y.II�i I ■ ■i i . i�l�lll� ieii L �/ �� loll a 7� �'S�.toot�q� ♦ I r ALL ,i/ // O // f Al r}f! __15. VINYL (TYPICAL ALL, ELEVATIONW. SHEET. AT �+ s' _ _ r DETERMINED IN THE FIELD. "N' • /. o MANUFACTURER'S WRITTEN INSTRUCTIONS. ww PROVIDE APPROVED EXPANSION AND CONTROL > JOINTS A5 RECOMMENDED BY MANUFACTURER x OR DIRECTED BY ARCHITECT. w R �g 6, PAINTALL 50M AND TRIM FIN15HE5. 4x V) O ow. Z z �. ALL CEDAR SNAKES AND SIDING ARE a s cEMENTITIoUS PRODUCT. ALL TRIM ° 15 VINYL (TYPICAL ALL ELEVATIONS). W 0 Z ,f �° 8. EXTENT OF FIBER CEMIENT SHAKES ON z°o ALTERNATE SIDE ELEVATION TO Bk 'd W W DETERMINED IN THE FIELD. ° 1 I i.f '•, e.•. .. -.. .. ..:, r o u. .. a .• .. ,'Y F = J rre�� son wool son r oi� ® ■�� ® ■�I� a �� 1�••� son ■r w r .A �� 11 i �' 1�11 :1 1 1 wool ■os ��� r r ®�■ 1 .._.r se■ ® 1 ■ ■ 1 WO■ NIA 1 � ■r� - __� .� 11 ��� 11.��■� 06 )I'16Y'6 WOOD AND PLASTICS W s 06100.1 VINYL TRIM CORNERS, WINDOW AND tn(� DOOR a W 0640013 VINYL LOUVER Z " IL y �01 DIVISION 01 - THERMAL AND MOISTURE W a� PROTECTION � y^, W Q 01311A GALVANIZED 24 GA WATERPROOF � OFF RIDGE VENT W/ INSECT SCREEN ° W" O L PAINT TO MATCH ROOF. Q 01460A WRAP 2X FASCIA W/ALUM. WITH DOUBLE BEND ON FACE. 0 � W Z ;' °w ..... ,� r 0153OF 230 CLA55 A MILDEW RESISTANTtn zW LE ROOFING- X aw 0-1600.B 8' FIBER CEMENT SNAKES, PAINTED N a p 01600L 8' FIBER CEMENT SIDING, 3 Z u oz COUNTRY ROUGHSAUAN TEXTURE, o PAINTED. 110 1 °0 08 DI - DOOR AND WINDOWS Q 5. INSTALL STUCCO MAGNA WALL ONE COAL o SYSTEM IN ACCORDANCE WITH N.E.R 459 AND 0 I10A 51X PANEL HOLLOW METAL FLUSH DOOR a W U. MANUFACTURER'S WRITTEN INSTRUCTIONS. ' ° °RAN PROVIDE APPROVED EXPANSION AND CONTROL 081I0F HOLLOW METAL DOOR /L VER5. D o IRMG JOINTS �AS RECOMMENDED BY MANUFACTURER W U cck� 08600.A . DECORATIVE SHUTTERS L) W � PP .y 0R DIRECTED BY ARCHITECT. FASTEN OVER STUCCO OR 0 PATE IM FINf 5. SIDING WITH. NEOPRENE SPACERS. Q 3-10-0 ' } A 6. P ALL 51D11 AND TR S � 056ALE 08914.0 SINGLE HUNG ALUM. WINDOW. d A5 NOTED ,. 5 JOe NO. 1. ALL CEDAR SHAKES AND SIDING ARE 09 DIVISION *3 - FINIS N 00-005 , a CEMENTITIOU5 PRODUCT. ALL TRIM IS VINYL (TYPICAL ALL ELEVATIONS). SIGN LOUVER DESIGN BASIS: F1rPON NO. G60I01 SPIFFY r G U A,6m3' I 8. EXTENT OF FIBER CEMENT SHAKES ON b z ,4LTERNATE SIDE ELEVATION TO RE ; 0 Na w� 4. DETERMINED IN THE -FIELD. W } • , P , n r e 1 ' 0 1 I I 1 I 1 I�III I 11 rson ` _.. ---------- ®. , �L• : �• - MR �'� � ■ ■�� ■ '� _ ��I�1 ICI ■ ■r� ■era 1 owl 1 0 , �- SCALE: 1/8' -- 1'-0' r-- Von INE d _ 41 ,, GENERAL NOTES El 1. CONFIRM ALL FINISH GRADE AND FIN15H FL06R ELEVATIONS WITH APPROVED SITE ENGINEERING. 2. CONFIW PORCH AND STEP REWIREMENTS i WITH APPRoVED CIVIL ENGINEERING. PROVIDE CONTINUOUS VENTED SOFFIT AT ALL OVERHANGS. 3. ALL VENT, STACKS, ETC. SHALL BE PAINTED' TO MATCH BUILDING SHINGLES OR COLOR AS APPROVED BY OWNER 4. PROVIDE BLOCKING AT ALL ITEMS TO BE ATTACHED TO INTERIOR OR EXTERIOR WALLS INCLUDING PUT NOT LIMITED TO BLOCKING FOR LIGHTS AT DWELL ING5, ENTRANCE ID NUM5ER5, AND PUILDINCx ADDRESSES. 5. INSTALL 5TUCC0 MAGNA WALL ONE COAT SYSTEM IN ACCORDANCE WITH N.E R 459 AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE APPROVED EXPANSION AND CONTROL JOINTS AS RECOMMENDED BY MANUFACTURER OR DIRECTED , BY ARCHITECT. 6. INT AL AND TRI N15HES. ` 1. ALL CEDAR SHAKES AND SIDING ARE r CEMENTITIOU5 PRODUCT. ALL TRIM 15 VINYL (TYPICAL ALL ELEVATIONS). 8. EXTENT OF FIBER -CEMENT 6HAKE5.ON ALTERNATE 511DE ELEVATION TO BE DETERMINED IN THE FIELD. Owl mw%k �l roy, 17 05120.A PREFAB 8' SINGLE FEDERAL - 5< 2UARE COLUMN WITH ARCHITECTURAL rQ I CAP AND BASE. DESIGN BASIS: OLD SOUTH, MOULTRIE MANUFACTURING. W n X Q w CCJ) u 06 DIVIS - D AND PL W a }1 Z 2 z 06100.1 VINYL TRIM CORNEWINDOW AND RS, a U o ° ° � ' W ,., DOOR z' o 06400.P VINYL LOUVER o W O �. 01 DIVISION 01 - THERMAL AND MOISTURE ° Z N U a cl) CC ' PROTECTION . L 2 � v 01311.A GALVANIZED 24 GA WATER w� W �-• OFF RIDGE VENT W/ INSECT SCREEN ;PAINT TO ;MATCH ROOF. wil 01460.A WRAP 2X FASCIA W/ALUM. a W , WITH! DOUBLE BEND ON FACE. 01530� 230 * CLA55 A MILDEW RESISTANT g ; )HIN�E ROOFING. 01600.P 8' FIBER CEMENT SHAKES, PAINTED Ow w Oc� NG, 0 O U �®g% 01600.0 8' FIBER CEMENT SIDIOUN o cn 'CT'RY ROUGHSAWN' TEXTURE, a 2 08 PAINTED. DI - D WINDOWS Www a LL , DRAWN . 08110.A 51X PANEL HOLLOW METAL FLUSH J O W Q C�IECKED D o o WPP DATE, f I 110� HOLLOW METAL DOOR WITH LOUVE Q �;. 3-IPA-0�0 SCALE ,. s 08500 ) o AS NOTED FASTEN OVER STUCCO OR W JOB NO. Rw SIDING WITH NEOPRENE 5PACE. % w a 00-005 o # PLUMBING NOTES Ll Li Li —ULi SANITARY WASTE PIPING BELOW GRADE REFER o l / O TO CIVIL DRAWINGS FOR PIPE CONTINUATION. 0 1 ' to U U- 1 _ 1:0 m _J o x I t � N��►Q IS IS 15 IS z I I UNIT- 3S -8 25 , 25 �-..�� � UNIT-B j 2S �� 25 3S 3S 35 f II 3S > v Ln I 35 35 t ,! 35 I 35 m I �m� 77E���i ==_i�=2 r I# L_JT n [ 411 n r _.� i 4" ! j �' ` JI I M r I t 30 i 14' III —� ! ► I a 1 =' U_ �I I ---+ ° ❑ `, t ❑ ° o I i' ; o ❑ j n -- o JOB NAME i 4' n t 4' ' I 1 4{ I n G�N(111 II IL 4N ( 4" ECO I r ` �--� 40 I (2-WAY) I O ! 4S, S LL UNIT-B 2S I 2S i UNIT-B UNIT- B 25 I 25 UNIT-B L IS IS i - I IS IS z _ Z 1 i CLw ® O/ _ o1\1� f I I Cf Q I ' ----- --� Z_ CL 3� 0 BUILDING TYPE II - FLOOD PLAN - PLUMBING O SCALE: 1 /8" =1' -0" Z r�nn NO. REV 151CN DATE F-*",,i �1 I IS IS ~— I 15 IS I t CUSTOMER UN!T-A I 2S 25 ' UNIT- ► UNIT- I 1 25 25 UNIT- A JOB NUMBER 1 li � 3S 3S 1 00-5-o3a CHECKED BY DATE r 3S i 3 S U ;,, �--� ,3 S 3S EG 0a/07/2000 DRAWN BY DATE 44M DG/07/2000 — L � l � a o — � SCALE I M 4n [� I All I L I — +► A5 NOTED �! `t. 2 i i I p j! ` .I[II__ .,!! , I i r " ,/ (� SHOP ul?AW�NGEVlEW SHEET TITLE .1 74 / I i ENGINEER'S REVIEW f J i7 — 3 y r M O No exceptions Ions taken Reiected I — _ i—J Note markings Comments_ � tt ( Attached . _ • i~3 � O � r I � I , � i --+ O i �.—. �t I Engineer's review is for general conformance with the design concept and con- ! 1 I I II �` tract documents. Markings or comments shall not be construed as relieving the I I i + % j 4 _ _ I Contractor from compliance with the protect plans and specifications, nor 3 ! J II ff departures therefrom. The Contractor remains responsible for details and r 1 f i I 1 I �_i a I I ° °+ y I u i jl I r Q ° ^ accuracy for confirming and correlating all quantities and dimensions for z q , r 13 1. I1 M n 1 �, selecting fabrication processes, for techniques of assembly, and for performing L_ _ I ; I his work in a manner. < e 4 i( 4n 4—_.— —� i i CI ASSOCIATES, IQNC. w y ''= n Z / — 7i� — 00 J 45 5 � � 4�'�► RY� Date: r I CD UNIT- 25 25 UNIT— UNIT- S 2S 2S UNIT- Contractor shall make owner aware, and receive acceptance prior to construction, that the studor vent systems are a maintenance item that will require regular O I g O I � IS 1S I IS IS inspection and possible repair to avoid release of sewer gasses within the z � l_ ,- �-- _ _ — apartment living spaces. (Prior to construction the contractor shall submit ! 1 CL plans and sizes of studors to the athority having 'urisdition for roval U 6 l t PP ) "U Jl � I{ 4" ECO�] I ` (2-WAY) / \ L� f CD 0 5HEET NUMBER BUILDING TYPE I - FLOOR PLAN - PLUMBING rmwpAmlyed_ — SCALE: 1/8" =!'-0" �`j S 2' BUILDING TYPE IV - FLOOR PLAN - PLUME31NG SCALE: 1/8" = I' -0" BUILDING TYPE III - FLOOR PLAN - PLUMBIN N SCALE: 1*1 SANITARY R15ER s SANITARY RIS R 2S SANITARY RISER 35 WIN SANITARY R15ER--(: 4s A-r- 3"VTR I I I 1<3> I 3�� I I I I W 2" I 1*1 O LAV LAV �O SANITARY RISER-8 PLUMBING NOTES OSANITARY WASTE PIPING BELOW GRADE REFER TO CIVIL DRAWINGS FOR PIPE CONTINUATION. 2 PROVIDE AIR ADMITANCE VALVE BELOW COUNTER. 3 PROVIDE AIR ADMITANCE VALVE IN WALL WITH LOUVERED COVER. OVENT THRU ROOF APPLIES TO ONLY ONE SANITARY RISER PER BUILDING AS SHOWN. o # OLD 000 �O f— z p -cN I q co cn4, —`sum mm U =aN 0 m U) Lo Ca "co O 1 q) J O O x NILLL Lo O > LD -, � N L 4 76 Uu-o �r 6 "'o Q u L►.J 'T C __3 t- CL LL .JOB NAME Q 0 w Zz CLw Chi Q Z � Q C) OL 0 U- Z V1 NO. REV151ON DATE CUSTOMER JOB NUMBER 00-8-038 CHECKED BY DATE EG 09/07/2000 DRAWN BY DATE H'1 04/07/2000 SCALE AS NOTED SHEET TITLE _ _ Z i Z nW {.. ( IL — o� �oJ z�� _ 0 ,L. m SHEET NUMBER i PLANS�� to---^ ITY Ci A ., as SANFORD RU!LDING THESE PLANS ARE REV!00/I D .AND .:ONDITIONALLY ACCEPTED FOR PERMIT. A PF_Rh4I' ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS .AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET P..=i7E ANY OF THE PROVISIONS OF THE TECHNFCAi. CODF- . NOR SHALL � ISSUANCE OF A PERMIT PREVENT "i ..E BUILDING t g k,� APPROVED DEPT FROM THEREAFTER ^EQUIP,ING A CORREC- TION OF ERRO- ON THE AS NOT -LAn:}. _;?NSTRUCTION OR OTHER ViOL,;, IONS OF THE CuJcS. City of Sanford Model Codes to f?ct. Standard Code 1997 ed. Standard Plurni.,ing Code 1997 ed. Standard klachanical Code 1997 ed. National Electrical Code 1996 ed. See City Code ,Xi.1ENDN4ENTS FL. Accessibility Co,^;es 1997 FL. Energy Code i997 r PEREMIT # r9 ,'K Coe. ... , .. w.. .. -.. r :-,. ! v. ,• ,. y , :. :. .. , r -, .... •.. .. 4. :l 1 :: w ,. -. �.�. , .. � ,. ,.,. •'.Nv ..: y!N?wN '.: 1. <1. .. .. .. n. -. a -.. Y: ., �.. ':.. e ➢i t ,... .. .... , .. �,.... '. ♦ ., r - ..e �- !1 ... :. .:,. a \: : .. � .. n . v :_.. ..... ... V. .. .. h M1� .,: v. 1, !' .. 1'• -. ,. ,.. r. tip. '. ... r � /,�/,a • Y ��IQFVS �� r ,v Y' r PERMIT'SET' i 1 ! "3/i 0/00 , S6,1 (� T5 ? TIC _ -- -- - } I. i i5 S6.1 -'i T5 _i H-21 T5 - _ ��((�� - H _ - H H H 2 2 f. H H-2 T5 H-2 7 _ 1 • SEE GENERAL NOTES TRUSS TYPES ON SHEET 51.1. C :AND IN 2. SPACE ALL TRUSSES MISCELLANEOUS WOOD FRAMING AT 24 O.C. MAX. U.N.O. - r 3. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS,OF WOOD` S PUD WALLS, AND ; w G `NON -LOAD BEARING PARTITIONS. SEE THE GENERAL NOTES FOR STRUCTURAL WALL FRAMING INFORMATION. 4. OINDICATES WOOD STUD SHEARWALL TYPE, AND "SHADING INDICATES EXTENT OF SHEARWALL :SEE THE SHEARWALL SCHEDULE ON SHEET S1.1 FOR .. �, G\2 ` . ' . • - SHEARWALL INFORMATION. 5. SEE GENERAL NOTES SON SHEET S1.1 .FOR FLOOR AND ROOF SHEATHING REQUIREMENTS. W`'"�VV �`- 6..;VERIFY'ALL WITH co •• DIMENSIONS THE,ARCHITECTURAL DRAWINGS. ,b 7.'' PROVIDE 'HOOD HEADERS OVER ALL OPENINGS, IF N0 HEADER TYPE IS SPECIFIED, PROVIDE u_1 AT ninni_r r)An MrAQonir_ WAo o c Anon w_" AT i nAn Rr Aaoo.or' WAi o 1717 (ZW17r r c:1 •r 1; . �� � vv vow✓ �� ; ' c 0 SHEET G" „ ,.. ,.•, ant, ,,., r : 1 r o-' A, I, , �: .. ,.: ..., _ .. vh .. :a.•, f. f.v ... . ... ., .. .,.: t ".l, a .. JJ i :. Y v ,. i f. L. ' r a RE 51'ON ,111. PERMIT SET " 5/10/00. 5 j " Y' F i a-- - - _ t M,w , 1 1. .I I I --, � -.�._ -1-I --_ I 2Z--� I I -,' . ,'-I, I. - I,. -�,-I _ -I- _ -. - _. �, ,I., II 1-- I. -, 1 , I I -I. --.- 'm :44-I - m 1,-,I��-�- a ��_ I . -I x ­�Ij_�, w -_ o - I _ I.1, I, I I �1I, .,. . . . _ _I�' I �_ �. .­ I_. 1 05. 9. , , I ��� � I �. ,� , 1 i _-1. E,: . , _.1� . . I� ., , : . I I- , � _I I -.-,.� � r: 1I - I -I1 I .. � sI-I,2 j. _ I.� _ , A .,_ _. 2 � .I I "III 1. _ . I . �I. - 1 1 I. -I� 'I - Io., I- - . �I I . 1_. :-I , 1 I 10a HORIZONTAL SLAB BARS SHALL BE BENT 1-6 AROUND CORNERS, OR ROOF TRUSSES BOTTOM CHORD 10 PSF _ ^ PROVIDE CORNER BARS WITH A 2 -0" LAP ON EACH LEG. , II II� I . . I. I . I . II . I I . __ , I . I . I . . -00"'HEI -I -I E. -- ' I __ . . I I .�I . 1.I 'I' I -.I II - .".r. , -, - ".� " . ,I ,1p I TOP CHORD 10 PSF SCHEDULED FASTENER ALTERNATE FASTENER TOP CHORD AT OVERBUILT AREAS) 5 PSF ADDITIONAL T RS, - . HALL BE 48 B AR DIAlAE E R ING S 8d`COMMON NAIL 8d RING SHANK 'NAIL 1 M LAP SPLICE ON ALL REINED C 11, MINIM U L o . ,.8d SCREW SHANK NAI " ' ,,, 1 � k yt s y ;: - ,k:.. ... ... ... . s Y TEST `rake, P- NAIL lu'' I �- AT RY SHALL SUBMIT ONE COPY OF ALL CONCRETE S 1 iESTIrIG LABOR 0 ,. 2 - :....,. 0,131 ., �, . ARING .WALL.. IF NO .�'. a , .,, . WOOD HEADERSOVER ALL, OPENINGS IN LOAD BE ,, :„ t 1 " �` REPORTS DIRECTLY TO THE ENGINEER. 1. PROVIDE U of N TRUSSES AND H-1 AT.. }, �, -. .M. PROVIDE H-3 AT WALLS SUPPORTI G AI� . , �,�.,. 10d RING ,SHANK SNAIL , ,:. , 1 „ . . HEADER IS SPECIFIED, 10d COMMON, N ��_, „ 11 � ,� � ��n� ", , WA S.6Y ":1Od:'SCREW1°SHANK NAIL `' k'' OTHER LL (� ' "� `' �'° �� «.: ",'I . I� ld , " a. P =NAIL - 2x HEADER BEAMS PROVIDE A1/2" PLYWOOD (OR"O.S.B.) FLITCH.. �.7D L� S! 1 EAR YY ALrLr . 2. AT DOUBLE / 6d COOLS }, 1i h' „ ��: , R:: NAIL #6 x 1 1 /4 (YPE S OR W DRYWALL SCREW CONNECTOR AT NO. STUDS AT FND SOLE PLATE PLATE BETWEEN MEMBERS. � F NAILING ° TYPE FLOOR SHEATHING PATTERN END OF WALL END OF WALL ATTACHMENT 3. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH ' ��'�- 7 16d NAILS AT 12" O.C. TOP AND BOTTOM, EACH SIDE, STAGGERED. "I I. v" �. O O� + OG' P Q- . � I , n ttOOr)�J �OO��J o \P O\ O �, SEE PLAN ,FOR EXTENT i a r` tiA �� e�11� G' e��' � P, 1� OF SHEARWALL 1 C,v V a0 e4 a e' O`k �. O O�, ` . �� -LQ • V' . a0 ,, PG �. FG �. P \, a x- �. P �,�. O. , - O ,... . I 11 O V I 11 O `� f, O ` \I R• `�,,P�, `4' Q- I\ AW-- ��Qy A\ _-," � , `� rL ,`� . . /\ ``�\ Q O. P O ��;' c�� `bP wP h . `L v r7fL , w �� �y -F E , ,O P DLO . �� �- �cq O",, LO �� ,ZO q, �O -,Z V c,T 4 c, fL 0`' �, 0 _ _ ___, ___ PROVIDE 2x4 BLOCKING AT PANEL EDGES P��/ - j Q�ti ^� �V. �`v GO P�`' \11 O� �1 �I �� OF �1 OF �� 6 Q, �1 �` �P _ . i �� _..- ' ---- - ------ ; _ _ AND AT 4'-0" O.C. MAX BETWEEN STUDS a �1� `1 V O� a��0 `b� ,; O 106 P, ` 11 , g T 2x4 STUD WAIL -SHEATH PER -,r - SHEATHING AND FASTEN PER, r 0::5SHEATHING NAILING ON THE �; 2x4 P.T. , O FIRST HOEDOWN AT END OF WALL7 SHEARWALL SCHED (THIS SHEET) SOLE PLATE .1I. $ T EACH sEcoNo SEE FND CONN A E 0 SIMPSON MAS QR 1/2" DIA. " END OF WALL" ON THE HILTI EXP. BOLT ..FIRST 0I'll SHEARWALL SCHEDULE -.SEE SOLE PLATE TO_ I , SECOND '>� g (THIS SHEET) FOUNDATION ATTACHMENT" 1° .c ON THE SHEARWALL SCHED. , Q FIRST a � I __ (THIS SHEET) 8 J J j, _j i ,T SECOND ANCHOR BOLT ` -SEE SCHED.. FIRST • ,; 4 a® O I ; . FND SEE FOUNDATION ---� < FND -SEE FOUNDATION �{ FOR ,, SECOND ® .. L3 PLAN &. DETAILS FOR ! I PLAN &DETAILS ' s\'•, ' t, 1 , SZ E AND REINFORCEMENT `'$ 0 SIZE AND REINFORCEMENT A 0 5 FIRST f O l .. `,� IiI i.* 0 � nI! ' . r ... ' `TYPICAL � SHEARWALL HOLD oN 1 SECOND 8 . k i 'I � I . u: II I/ - . ,I/�It-',,­f1., 1 . ' Y� ^ ` II , , AT FOUNDATION S1. .. SCALE. 3/4 - 1 -0 . I _ _ - l •. ' „ _ INC. MANUFACTURED B Y THE SIMPSON STRONG TIE COMPANY, . L: ALL HD, MAS, AND MST FASTENERS ARE AS MI ' a TUDS SCHEDULED FOR THE LOWER FL OOR. •, S BEARING PROVIDE SOLID BLOC KINGS I .:- _ :';� J -_-__ _-- :� . __. „u , .: A ARE INTERRUPTED AT TRUS 1]I T THE ENDS OF SHEAR W LLS . 2. WHERE SCHEDULED ADDITION AL STUDS A 1 _ :. r -- T- - _ J _- __ ' ._. r - , ; p r; , ' I ` 1 � R SECTION 8 S6.1 w ., '. , HEARNALLS PE LOCKING BETWEEN FLOO R TRUSSES AT ALL S / I THING ORB .:' i "' ,- SHEATHING CANNOT EXTEND FULL HEIGHT OF WALL, PROVIDE SHEA I WHERE SCHEDULED , - - r . RE SHEATH NG TOP PLATES. rHE �' FAL AT HORIZONTAL JOINT BETWEEN DOUBLE I ATHING HORIZONTAL JOINTS SO THEY DO NOT L S. STAGGER SHE { � ' ' i i � r� ' HEIGHT OF SHEARWALL I (� I - $. SHEATHING SHALL EXTEND FULL , � TIN 8 S6.1 ALL IN -FIELD FASTENING' i N NOT EXTEND FULL HEIGHT PROVIDE ADDITIONAL SHEATHING IN TRUSS SPACE PER SEC Q / CA AT 12 O.C. .I I . I' 9x4 . F p n y I Ill F. {-- 0 ��{{ rvi . - I(. 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" , I � � � - - , � ,., � :, ,:�� ," ,� " , , ,. - - - - � .. . , I ,:�.. . �.. . � � � , . , - � , , 7�, _ �' � _ V, ., - �L ", . � � � , L I L , � , : ��. L ��, '1� " .1 ,�, ::�, �l . v.�. _'I'l L,;, - , �';�� "'� L .:� ,�: , � , I , : 1 R 1�1 5 N F� Y { r , . , r .. • �' .-.PEFIMIT q. 5 T 01 , t,. t:00 SITE 5UMMAR t QA : UNIT TYPE CT uRAL01 TH15 51T� PLAN 15=0 RCH11 Y t . UNIT A I + . ; 4 : RMATION ONLY. 5EE CIVIL PDOCUMENT6 �.. • . ., 5.R 46 15EPROOM UNIT B 2 BEDROOM R PECI�IC �U LDING OCATIONS AN L D ,. UNIT C 3 5EDROOM 48 51i'E REQUIREMENT'S N ---- I D 4 ROOM BEDR r r" 02. TH15 5 T OF CON51 C ION O E RU �' D CUMEN1' r .. , TOTAL UNITS r . 18� 15 FOR CLUBHOUSE, MAIL KIO%' AND µ il -- 5U ILD ING Tyf- , COMPACTOR 5UILDIW45 ONLY. THE �UI ' A A TM NT IN 5 A OCU>~1 P R E R D C� RED �NrtED r: UI IN TYPE Il 6 B LD Cx P� AB�3A) (I ) 5T0 Y 5 2 R ,. 5 A T Y. P RA L E E .r TYPE 3 •'1 �': ,, :: i I 'III I T� � .": I I I I I I L_ I -1 L I I I TYPE 21 r F� r r' r , Y t , ., a .. .. . '. ; .' .. .. .- -, ,. a r .., 1. '. t �.. _ .. :1 ,. . i .. .. t .. . /3, d. {: '.�•.. r!t�. ..�,, Vie. f GENERAL CONDITIONS 1, I r IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO , THE ADDITION OF WIIATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. 2. DESIGN LIVE LOADS ROOF 20 PSF 3. DESIGN WIND LOAD IS 100 MPH WITH SHAPE FA ;TORS IN ACCORDANCE WITH THE STANDARD BUILDING CODE, LATEST EDITION. FOUNDATIONS 1. FOUNDATION DESIGN IS BASED CN AN ASSUMED S-01L BEARING PRF ,SURE OF 2000 PSF, TO BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2. PLACE FOOTINGS/LAB ON COMPACTED ;OIL. FOLLOW! RECOMMENDATIONS OF ;)'0!I_S REPOR T. CAST- IN- PLA_( (E NCRE__rE I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF '3000 PSI AT 28 DAYS, HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 4-6% ,AIR EN TRAINMEN r. 2. ALL REINFORCING STEEL SHALL BE NEW DOME FIC DEFORMED BILLET 1EEL CONFCRMING TO ASTM A-615 GRADE 60, 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WAWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN A[ LEAST CNE CROSS WIRE WITHIN THE 8" LAP. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 3i8-95. 5. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315-80. 6. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 7, CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT REINFORCING; STEEL. 8. ALL SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED :'-OR REINFORCEMENT: CAST .AGAINST AND PERMANENTLY EXPOSER TO EARTH. i-1/2"-------ALL OTHER CASES, 10. HORIZONTAL SLAB BARS SHALL BE BENT 1'-6" AROUND CORNERS, OR PROVIDE CORNER BARS WITH A 2'-0" LAP ON EACH LEG. .-� 11. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 48 BAR DIAMETERS. �o-Q 12. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL. CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER. WOOD CONSTRUCTION I. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST _DInOri. 2. ALL WALL STUDS AND MISC. WOOD FRAMING SHALL BE NO.2 SOUTHERN PINE. STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: EXTERIOR 2x4'S @ 16"O.0 INTERIOR 2x4'S @) 16"O.C, ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 STUDS SPACED AT 24" O.C. ri i n 4 x eas` ..; k P .P'",+ w r'•.v ..,;Y'. G� 4 � 5f 1w rd r x _SINGEE:P E:, A(„ TF(E . BO�TQ ,AND A DOUBLE PLA TE: AT TF1E "TOP -0F AIL Y1 _ �x- Q . � �..,E LA r5_A�TH EDGE$ .Q liLA , Al T. QRE E �,� Q-g T SIMErSON MAS MUDSILI ._ ANCF ORS {(4 6 7 10d. NAILS), AT 4'=-0" O.C' T, I€T3lQRTfj am ,4 ETHER ji111yD�17.: WIiH..Z/$".,QIA�AETcR.' S%6�' ;:•,, ,''t NTH CK S�iERS}POWDER ACTf1t1TED.:FASJENERS' AT'JO C N Rf ON EY TFR,;;Qi 1/2 { 11�h1ET' �lr, wH(sTI�RG141 BQLTa,(EXPANSIONAANCFIORS) W1TEi 6" EMBEDMENTAT 4'0 ON .fit PITER yREq;�tX#,fAS�EI ERS OF9 EQ.IItYALENT SIZES MAY BE.[IS�D ;AInL OTHER SUDST{T�ITIONS' MLI ;C y „ t APPROVED, BY PAUL f dI ;FORDANTI' CO PAt� l>i RR10f{ Td INSTALLATiQN. ° 1� p S SMEAR NA E>~„ LL. SCHEDULE BELOW_FQkn P l P L5ULE, LATE AT ACHMEr1 . , ... 41. 5S '„D LL ANGLES, CORERS, AND�.AROUND AL K..- �, DOUBLED AT YA _ L,T�D���Sf�ALI BE` Y .� _ 5, WOOD LINTELS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT ALL HEADERS UP TO DOUBLE 2x10r AT ALL OTHER HEADERS PROVIDE MINIMUM TRIPLE WALL STUDS (TWO STUDS BEARINGS, ONE STUD FULL HEIGHT OF WALL). 6. WALL SHEATHING SHALL BE: AT INTERIOR 'MALLS PROVIDE 1/2" OR 5/8" GYPSUM WALLBOARD (SEE .ARCHITECTURAL DRAWINGS FOR, LOCATIONS) EACH SIDE OF STUDS. PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES, BLOCKING IS NOT REQUIRED AT NON --LOAD BEARING PAR FITIONS. AT EXTERIOR, WALLS SHEATH THE INTERIOR FACE OF 'HALLS WITH GYPSUM WALLBOARD AS NOTED ABOVE FOR INTERIOR WALLS. SHEATH THE EXTERIOR FACE OF 11YALLS WITH 1/2" C-DX (4-PLY) PLYWOOD (OR 7/16" O:S,B.) NAILED WITH 8d NAILS AT 6" O.0 AT ALL EDGE SUPPOR IS, AND 8d NAILS AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS, PROVIDE SOLID 2x BLOCKING AT ' ALL SHEET EDGES. BLOCKING IS NOT REQUIRED AT NON -LOAD BEARING PARTITIONS, ALL EXTERIOR SHEATHING SHALL EXTEND FULL HEIGHT OF WALLS. STAGGER SHEATHING HORIZONTAL JOINTS SO THEM DO NOr FALL AT HORIZONTAL JOINT BETWEEN DOUBLE TOP PLATES. WHERE SHEATHING CAN NOT EXTEND FULL HEIGHT PROVIDE ADDITIONAL SHEATHING IN TRUSS SPACE PER SECTIONS ON 5-5, 7. ALL 'HOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 8, ROOF SHEATHING SHALL BE 1/2" NOMINAL C-DX PLYWOOD OR 7/16" O.S.B. NAILED WITH 8d NAILS AT 6" Q.C. AT SUPPORTED EDGES, AND 8d NAILS AT 12" O.C. AT INTERMEDIATE .SUPPORTS. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANCES IN ROOF SLOPE 9, ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY.. 10 NAILING SCHEDULE: CONNECTION COMMON NAIL NUMBER OR SPACING SOLE PLATE TO TRUSS OR BLOCKING 16d 16" O.C. STUD TO SOLE PLATE, TOE NAIL 8d 4 DOUBLE STUDS, FACE NAIL 10d 24" OC, DOUBLE TOP PLATES, FACE NAIL 10d 16" 0.C. TOP PLATES LAPS AND INTERSECTIONS Iod 3 ,TRUSSES, LAPS OVER 'HALLS, FACE NAIL 16d 4 BUILT-UP CORNER STUDS 16d 24" O.C. ST!IDS TO SOLE PLATE, -END NAIL 16d 2 STUDS TO TOP PLATE, END NAIL AND TOE NAIL 16d 2 11. WHERE WOOD BEAMS/HEADERS ABUT 'HOOD COLUMNS, PROVIDE SIMPSON "HUC" CONNECTORS WITH ALL NAILS SPECIFIED BY THE MANUFACTURER. PREFABRICATED 'HOOD TRUSSES 1. ALL,PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END TO THEIR SUPPORTING WALLS OR BEAMS. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED.IN ACCORDANCE WITH THE LATEST EDITION OF THE "NArIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NA70NAL FOREST PRODUCTS ASSOCIATION. 'I. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF,TRUSSES ONLY) TO WTHSTAND THE LIVE LOADS GIVEN IN THE NO TES AND TOTAL DEAD LOAD. - P00- TRU ')'EIS y 24" 0.c• 7iMP5ON Ho SIMP�iN �'HiO Al HEADERS EA. HEADER (1) BRG STUD SPACED UP TO 4'-=O" (2) BRG STUDS SPACED OVER 4'-0" LINTELS IN LOAD BEARING WALLS MTT2aB FOR HEADER SPANS .e-0 (2) H 3 FOR SPANS 4'­0" OR LESS- - 3/4" DIA. A.B= TYPICAL LINTEL HOLD DOWN 3IMPSO CS20 11 I I I' I I SIMPSON SP4, (1 ) FULL (IGT isTUD, AT INTERIOR WALLS OR SP2 "VERY (2) FULL H,,T STUDS A r EXTERIOTR WALLS OTHER STUD I PROVIDE DOUBLE "rI C) UNDER EA. GIRDER II NAIL STUDS TOGE iHER �W/ 16d NAILS EA :H PLY w� 12" O.C. -.5fJnm SIMPSON MTT28B TYP. W1. (24) 16,cA FOUNDATION TYPICAL STUD / TRUSS HOLD DOWN APPLIES TO ALL STUD WALLS SUPPORTING RO,0F TRUSSES: ANCHORAGE/S TRAPPING FOR ENDS OF SHEAR WALLS IS NOT SHOWN AND IS IN ADDITION TO THAT SHOWN HERE. WALL STUDS IF 4 16" O.C. 11 -('?)SIMP.SON SP1 OR (2) ,H•3 EVERY OTHER STUD if 3/4" DIA. A.B-_l__L.., TYP GIRDER HOLDDOWN FOR GIRDERS 4, TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A FLORIDA- REGIS rERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT. DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING, THE CONNECTOR SYSTEM PROPOSED. 5. 'THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHO'MNG SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND BEFORE FABRICATION HAS BEGUN. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS, 7. DESIGN LOADS - DEAD LOADS ROOF TRUSSES BOTTOM CHORD 10 PSF TOP CHORD 10 PSF TOP CHORD (AT OVERBUILT AREAS) 5 PSF ADDITIONAL FASTENER SUBSTITUTIONS ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING FASTENERS ARE ACCEPTABLE SUBSTITUTIONS. THE ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS. SCHEDULED FASTENER ALTERNATE FASTENERS 8d RING SHANK NAIL 8d COMMON NAIL 8d SCREW SHANK NAIL 0 131 " DIA. POWER ACTUATED NAIL 10d RING SHANK NAIL IOd COMMON NAIL 10d SCREW SHANK NAIL 0.148" DIA, POWER ACTUATED NAIL 6d COOLER NAIL #6 x 1 1/4" TYPE S OR W DRYWALL SCREW HEADER/BEAM SCHEDULE TYPE HEADER/BEAM NO. SUPPORT STUDS REQUIRED AT EACH END U.N.O. H1 DOUBLE 2x8 ?r (�) _x4 C?NT. H2 DOUBLE 2x10 (2) 2x4 CONT. H3 DOUBLE 2x12 (2) 2x4 CONT. H6 3 1/2" x• 11 1 /4" LVL / PSL (3) 2x4 CONT. , H7 3 1/2" x 14" LVL / PSL (3) 2x4 CONT. iZ-A- I. PROVIDE WOOD HEADERS OVER ALL OPENINGS IN LOAD BEARING WALLS. IF NO HEADER IS SPECIFIED, PROVIDE H-3 AT BEARING WALLS, AND H •-1 AT OTHER WALLS. _. AT DOUBLE 2x HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR O.S.B.) CONTINUOUS FLITCH PLATE BETWEEN MEMBERS. DO NO"r SPLICE FLITCH PLATE WITHIN 4' OF BEAM CENTERLINE, 3, NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C, TOP AND BOTTOM, EACH SIDE, STAGGERED. 4. ALL HEADER MARKS LISTED IN THE SCHEDULE MAY NOT BE SPECIFIED FOR THIS PROJECT. TYPICAL . STUD/ TRUSS HOLD DOWN TYPICAL 'STUD -WALL HOLQOWN ELEVATION 1 SCALE: 3/4" = 1'-0" �3 � .1 P - ;IRDE R TRI. 1ON sir; NAIL TO DOIJELE _E STUD UNDE IRDERS. PSON SP1 OR TYP HIP GIRDER HOLDDOWN FOR GIRDERS (NOT USED) (NOT USED) (NOT USED) TYPICAL GABLE END HOLD DOWN 8'-0" 12 12 5 VAULTED OVER GREAT ROOM T1 G T1 SEE ARCH. 12 1� T2, G T2 T,3 12 1 12 RAISED HEEL 12 AT T 5 A ---- 5. 5 a VAULTED OVER VAULTED OVER GREAT ROOM GREAT ROOM T4, G T4 SEE ARCH. To SEE ARCH. T5 A 12 12 4 3.54 5 �o5 UT r8 To G T9 C T10 T11 i r • i -AT ;ABLE END TRUSS PROVIDE SIMPSON H6 NAIL TO TRUSS AND TO DOUBLE STUD BEL04V 'S TYPE TRUc - — G "RUS, NGFEES 1 TRUS.'�ES SHOWN FOR GENERAL CONFIGURATION ONLY, WEB M MBER`S .ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFAG_TIJREP IN ACCORDANCE WITH -THE GENERAL �IMPSON SP4, � J �_ SP6, OR SP? NOTES. WORKING POINTS SHALL BE DETERMINED BY THE F EVERY" STUD TRUSS MANUFACTURER. ? TRUSS MANUFA TIJRER IS RESPONSIBLE FOR "THE DESIGN OF `1 ANY ERIDGING OR BRACING REOUIRED TO BRACE THE TRUSS { BOTT+OFA CHORDS FOR WIND UPLIFT. DOUBLE STUD UNDER HIP GIRDERS. 3 SEE THE ARCHI rECTURAL DRAWINGS FOR ELEVATIONS, OVERHANGS � AND BEARING _ONF -TIC t SIMPSON SP1 OR H3 EVERY STUD 0 (2) SIMPSON 'SP1 OR (2) H3 y r r dl • U ' m } i f elf TT.YP GABLE END 'TRIES HOLDDOWN FOR �r GIRDERS e PAUL J. FORD AND .COMPANY I co o STRUCTURAL ENGINEERS 00 �- 3670 MAGUIRE BOULEVARD SUITE 110 �; 1 ORLANDO, FLORIDA 32803 0 I PHONE NO. 407-898-9039 n G� FAX NO. 407-897-3662 i t N u' .. (.a. . ,.. ... .. r r a'.. '-� -- � u.• . _., "'..,, .' ,. ,�, yip REVISIONS E3-r PER.MI-F 5ET 3/10/00 - -- ., i REVISIONS E3( PERMIT SET 80, - 9" 5/10/00 21'-0" 35'-9" 24'-0" I I 1 SEE GENERAL- NOTES ON SHEET S1.1. i SLAB ON GRACE 15 4 THICK CONCRETE 9" 19'-6" 11'-11" 11'-11" 11'-11" 9" REINFORCED WITH 6x6-W1.4xW'1.4 WWF PLACED 1 1 j 2" FROM THE TOP OF THE SLAB. I I TOP OF SLAB IS 0'-0". THIS IS A REFERENCE ELEVATION ONLY. REFER TO THE CIVIL DRAWINGS FOR THE TRUE ELF VATION ABOVE MEAN SEA LEVEL. —. ARCHITECTURAL DRAWINGS FOR � ----, :5 SEE THE A�ZCHITEC � - - --- DIMENSIONS NOT SHOWN. C.J 4 INDICATES 2x4 WOOD STUD `HALLS. cn �} --INDICATES 2x4 WOOD STUD w SHEAR WALLS. SHEATH WITH 7 16" O.S.B. " -�U�cy4- I FASTEN SHEATHING WITH 8d NAILS @ 6" O.C, AT SHEET EDGES AND C' � i 8d NAILS @ 12" O.C. IN FIELD. .: PROVIDE `'' r r 0 DE �F BLOCKING AT AEI_ SHEET EDGES USE SIMPSON HD2A HOLDOWN Q - vim• qA6 ��,`(OR EQUIVALENT) WITH DOUBLE M 4 ,TUDS EACH END OF SHEAR �//ALES.� �. I VERIFY ALL DIisENSiONS '�/lTH ARCHITECTURAL Q„ DRAWINGS. "C.J." INDICATE', CON rROL JOINT.~ ^ ' ,r 1.J," INDICATES I SOLA-f10N JOIN r. 0-1 . e..._._ ...:.._ _ ..ror., _ _ .._........ . _ j �(l .r}•` IN `-LAQ T'(F, E- Q 'P1Ht.RE •�HOI^/�i 't1 ��' aV" , r 00 In _ by ro�- THE BOTTOM OF ALL HALL AND FOUNDATIONS 17' BEt,QW FICNAo x `f ml oc PY �... ! ' co THE BOTTOM OF ALL FOOTINGS AND FOUNDATIONS SHALL UE ; ; ' 12' .BELOW FINAL GRAM.., ! , " U w f 9 u, < I ut LL cy j Id � UI __— _----- --—_._ > p �nel ,n qu _ �'� HT C HEGKED Ll y o JMB j`� .1 > DATE .30' — 4" 26'— „ 3-10-00 _ 2 4�___ SGAI E s, A5 NOTED ' JOB NO. FOUNDATION PLAN ,! 00-005 G PAUL J. FORD AND COMPANYco s�IEEr 4 S T ft U G T U ft A L ENGINEER S o �, 11 r Q / l I 36 0 MAG DIRE BOULEVARD T 1 D SUITE 1 E 0 , a N IY ORLANDO, FLORIDA 32803 a �� ,I c> Lit u, z I Y . P tl HONE NO. 407-898-9039 m / � � LL / u, % L w /71 cf- - , 41fJ . 'FAX �JO. 407 897-3662 C. I d w. .. ..., .. .•tax r a, ,, o ,, r I ION 3'-O"x3'-0"x 12" THK WITH (4) #5 E.W. W/ 16" SQUARE PEDESTAL T`rP. (6) PLACES 6x6 WOOD POST TYP (6) PLACE'S THE BOTTOM OF ALL FOOTINGS AND FOUNDATIONS SHALL BE w 12" BELOW FINAL' n 4x6 WOOD POSTS (3) PLACES. WITH 4 SIMPSON MTT28B _ S6.1 AT FOUNDATION. -- o J I ' -- NOTE: 2 —\ � I THE BOTTOM OF ALL FOOTINGS ca AND FOUNDATION$ SHALL OE 12" 9ELOW FINAL. SO >EE CIVIL DRAWINGS FOP SLAB/PAVING INFORMATION — �rrrw ...,�..Y... ....,.�..,. ...Yv...r. .....r.... ....ra.ws ....r>_.... .«..�.a..+ e+�....,�. . ___ ...++..�.� w wr.r.r.� r....Y�r w.....r.r Y..r.wY. .r+..+r .w..wr� �,. �.a 1-;' •- o •wrrMy YrPrMrrM�a1YN+4Y SLL ARCHI rEC MURAL D.?AWINGS FOR �IRELU'S FRAr,LING------- ILDIN ATION PLAN 36'—T c� I f- C7 W� (2) 3 j A" UTA, LGALV, BOLTS SEE "9/A11.2" 0 MAINTENANCE BUILDING ROOF FRAMING PLAN- E'OUNDATIQN PLAN NOTE 1 SEE GENERAL NOTES) ON SHEET S1.1, 2 SLAB ON GRADE IS 4" THICK CONCRETE REINFORCED WITH 6x6-W1.4xW1.4 WWF PLACED 1 1/2" FROM THE TOP OF THE SLAB. TOP OF SLAB IS 0'-0", THIS IS A REFERENCE: ELEVATION ONLY, REFER TO THE CIVIL DRAWINGS FOR THE TRUE NGVD ELEVATION. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 4 -' INDICATES 2x4 WOOD STUD WALLS. SHEATH WI rH 7/16" O, S.B. FASTEN SHEATHING 'MITI 8d NAIL, CI 6" O.C. AT SHEET EDGES AND 8d NAILS @ 1 O.C. IN FIELD. PROVIDE 2x BLOCKING AT ALL SHEE T EDGES. USE SIMPSON HD2A HOLDOWN (OR EQUIVALENT) 'NITH DOUBLE SrUD�, EACH END OF WALL` AND AT EACH SIDE OF EACH OPENING. E} VERIFY ALL DIMENSIONs WITH ARCHITECTURAL. DRAWINGS. 6 "C.J " INDICATES CONTROL JOINT. "I.J." INDICATES ISOLA11ON JOINT. I # � I 1 A ^ Y C EE—AM l�EAN LJO 1 SEE GENERAL NO 1F AND 1T2UK, TYPES O1,! SHEET S1.1. SPACE; R,)OF TRUSSES AT 2'-0" G.C. MAXIMUM. GROVIOE A TRIJSS ANCHOR AT EACH END OF TRI.ISS PLR TYPICAL STUD --`HALL HOLDOWN ELEVATION ON SHEET 51.1. HOLDDOWN`> SHALL BE AS MANUr ACTURED BY THE SIMPSON STRONG -TIE COMPANY". INDICATES 2x6 STUD WALLS BELOW. `4 SEE THE ARCHITECTURAL DRAWINGS FOR DIMEN'�IONS NOT St -OWN. 5 VERIFY ALL DIMENSION'S WITH ARCHITECTURAL DIRAWI;VGS. 6, ALL TRUSS BEARING AT 5-6" PAUL. J. FORD AND C�ONIPANY w' STRUCTURAL ENGINEERS r„ 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO, FLORIDA 32803 o PHONE NO. 407--898-9039 m YAP/ FAX NO. 407-897-3662 w REVISION5 BY PERMIT SE-r 3/I U/UO c, ry, Vjr y � a;Y 1 ]1. CI I 07 Er - ,I I it I. LlI � a, Ip It r,� I 14 C-0 I J �4 rr t JI r i S dl 1 !D >f 11, L, ks) , 1 at do , uj li) 'p d, >>73 w u LLJ 9 pZ co it u at co fl ' j1 ,tl ly Iti h ��11 1 lll � r fl � LIL-i 1 c Lu ll l jl }I — 1 I' Ld It III DRAWN `t HT ul u CHECKED ii JMB tll > DATE u 3-10-00 5GALE �p { A5 NOTED ui JOB NU. - ,,, 00-005 FI SHEET 1 �u I,, n io 14 IY ai ai at , d ,. fie" "., .. U! = P, q H-3 a it a li d REV151ONS BY PERMIT SET 3/10/00 al LO ty vi W < Z CO LL 0{{ LU ,j�'y Z) Ltj J1. It di LLI 'y Y PRAVIN HT r H EG K E P DATE 5-10-00 5GALE A5 NOTED JOB No. 00 -005 SHEET L11 �?Y SEE PLAN 1;'4" ASPHALT IMPREGNATED FIBERBOARD. WWF FLAN E7 CONT P T 2x4 w/ 1 /2" DIA A.B. LE,. EMBED) AT 48' O,C. a' z L 1 I _ (2) #5 CONT. (MIN 1 (1) TOP, (1) BOT THE BOTTOM GF ALL FOOTINGS AND FOUNDATIONS S4ALL BE 12" BELOW FINAL GRADL SCALE. 3/4"=1'-C JOINT TO EE TOOLED OR SAW- _'UT AND Z FILLED WITH LIQUID POLYMER :DINT SEALANT CUT ALTERNATE - - - - WIRES AT JOINT -OC A TION --' THE BOTTOM OF ALL Fr^T'1aGS AND FOUNDA i "OPdi '.ALL OE ► Ir BEWW F04AL GRADE. i r• 3'- 0 r S1.,' Ix6x1%4 /4x1'021 W/ 3/4' DIA. A.B. 03 TIES 95 VERT. 05 EA. WA r #5 CONT-­, SLOPES DN 0-1 � M G r (2) #5 CONT -SEE GENERAL NOTES ON SHEET S1.1 FOR ATTACHMENT OF STUCK WALLS TO FOUNDATIONS r— WWF - SEE FOUNDATION PLAN A ` `6 MIL. VAPOR FARRIER — - SEE AFCH. DPAWINGS C-- — —+-I (3) #5 CONT (1) TOP & (21; BOTT' E TiJ SCALE 3/4'-1'-0" ,--hwf-; ; SLOPE DN G I • re BOTTOM OF ALL FOOTINGS Apit) FOUNDAT IONS SMALL E r BELOW FINAL SEE GENERAL NOTES ON SHEET S1.1 FOR ATTACHMENT OF STUD WALLS TO FOUNDATIONS. /- WWF - SEE / FOUNDATION PLAN i q S° 6 MIL. VAPOR BAFRIEP SEE ARCH DRAWINGS (3) #5 CONT (1) TOP & (2) BOTT01'.1 11 i r - -E P-ATE N ,II t'I�tF r_P OP. JV 1 F d N A;! _ It J/ i - ----- 1 ---- -4 @1= 4 - F�F - L E� J J Fj T Z: P i M G, X 1 LIPDER TRUcS :,NNECrIC�L1 ;C MF HE4;!E� 1 jAbLr_ t_ivu L✓IE TA SCALE: _ -1" - 1'-0" o PAUL J. FORD AND COMPANY o STRUCTURAL ENGINEERS N 3670 MAGUIRE BOULEVARD SUITE 110 `�' 0 o ORLANDO, FLORIDA 32803 c0 Z PHONE NO. 407-898-9039 m FAX NO. 407-897-3662 PERMIT SET HT C HEc:KEG' JM8 DATE 5-10_-00 e,C--ALE A5 NOTED_ JOE3 NO. 00-005 SHEET S6101 , �... a -,... ..� ., ... .. -; t,A: r. -. .. .Y O. a L,. r ,.. , 1 : ,. r. ..J.. .:... 1. !' ei. : .' .. , \ .. 4 ,... �:: 4. I '.. ', .• _ n ! 1. r 'i`- ,, r -. -, y ' i- ',... . 4 @' '�. ., ..• 4 M r , .' :.: a ,., '.. ',. r.. ,. - "r. .. ': .. , .' a n ,. ., r ... .. ... .. .... r,.. ,,.., .. •..: 'N R 51D N SIDENt 6ERVICE6 SERVICES 3 GREATROOM V-4' 10'-6' 21'-9' 4'-2' It 2 t r, 5'-0' FITNE55 18'-8' ,r 1. r _ .. ,. r ..: ... ... : ,v r � i a .. ,. :.:. ,r a ... -�. t ,, J.:. .. �.. ..I � ::.$r• :':h "h. n,,.,, r...— ;,.r+.'.` t v , r a • 3 J -. -- - - - - 5- ApA REQUIREMENT& LI. ,Y li'f hf IIL.IIt I �%n AM+li1►I/2 10 .yam i ry; 1' ,,'S"j•: a ...�: a .1, �5. . 1 { L Y 7. S 1 w '.. ., ':f .. r.,_ �.. 'a R ... .' .' '.' .::. _. :. ...r : ,. ... .. ... 1. •Y r i -. ... -. .. t,. . :r. , ♦ - ,. .. .. +: ..: s... .: .w ..:. : . .r„ , 1. -. ,. 9 ,t•..'+ i 1: 9j PER SE�.ECTW= NOTES -10 -00 'DIVISION 01 THEIRMAL'ANP MOISTURE PROTECTION 01311A GALVANIZED 24GA WATERPRDOF R11:56E VENT,W/, WCT SCREEN PAINT TO MATCH ROOFr. N. 01530F 0 CLA% A MILDEW REsISTANT, �230 6HIN63LE ROOFIW-. - - - - - --- - -- - - - - - - - - - - - --- - - - - - --- - - - - - - - - - - - - - - 08 DIV15ION 08, DOOR AND WINDOW -4 &)AADW) A ')Al'iele-1 ATTIr. Arrt:AA AZA) Sri r .I �J rY; 1�s i , I : i F , i t .... , -: e - .. 5 '{...,'�I4�I I I I I I I I{/�'�'/•tI.�IY �nI � -',� � � .'.,1 I r � ^. r i . � .�"..., a �i. �.... � iv �. w-�rY , • + _ I _ILI U E TY P, ; , II IIII IIII I _ + r , + u 'y f _ .. .' a .. ,� +. '. i.-. ,', � • �: .:. r e , r , v r , u � ru a' . _ a , rr ,. - , 1. f.: r t' q'04 r4s 1 xY.. rI _.1 I rJ I , 'II I ---I IIN \I .. i .. I - I I I III I �f-i106300j I I rar.y�• vr-ww. vF.i'ri ww�n-'.r1' 1 x ■ 101630F F-� \ YHI..LC i _ /IirF t �.I I I I ■ k Q + ?r i 6` Ar Jr, I V t, JJ , 1 I } y ' 1Y � 1 ll• „ • . ,. .:. it , , _ i 4IDE e . tw=r, ell nc.a 106200.A 2-1/2 COLONIAL MOLD TRIM. I O DOOR SCHEPUL YM1 M C� DOOR MAT'L FRAME' HDW CO RATNG REMARKa TYPE WIDTH HEIGHT THICK TYPE MAT'L " JAMS r B . PR.3'-0' W-0 1-3/4' MTL MTL 2/A8.1 2/A8.1 1/A8.1 - - FRENCH DOOR W/TRAN60M - NOT U6ED - = k 3 H 3'-0' V 0' 1-3/4' MTL WD 2/A8.1 2/A8.1 7/A8.1 - ' FRENCH DOOR 4 p 3'-0' 6'-8' 1.3/8' WD WE) 3/A8.1 6/A8.1 - - - 6 PANEL 5 G 3'-0' 6'-V 1-3/4' WD WD 3/41 6/41 - FRENCH DOOR 6 C 4'-0' 6'-8' I-I/8' MTL - _ _ .. - 51-FOLD F 3'-0' 8'-0' 1-3/8' MTL MTL - - - - LOUVRED 8 F 3'-0' 8'-0' I-3/4' MTL WD 13/A8.1 - 1/A8.1 _ 6 PANEL , g F 3'-0' 8'-0' I-3/6' WD ' WD 3/A8.1,:... 1; ALL DOOR HARDWARE SN:A;L ' LEVER TYPE : 4 TO CafORM WITH A.D.A. AND; LORIDA ,f ACCE65I15ILITY REQUIR 2. ALL EXTERIOR AND3ATNROOM DOOR TO NAVE `'"< CL05URE8. _ 4 � Q 3. ALL EXTERIOR POOR TO HAVE PANIC NARQWARE. 4. •. UNDERCUT DOOR 3/4' WHERE REQUIRED FOR RETURN AIR FLOW. r 5. , COVER ALLEXP05Ep. WOOD TRIM """AT NEAR, bILLB AND JAMW WITH VINYL. a W 11 V W I 1�1 V f 111 1 I I J11 1 i -N i w w i i ti w w v "--�'-�*-�r-'- 6CA 3 I 0 6.: VERIFY WINDOW FRAME DOER NQt PROTRUDE 1 LF . 6CALF. 3 - i 0 : ' � I A .TO C►�UI WITH Y F ACC g8. PAST �lINDOUI IM. , } ALL ExTER OR DOORS RE �E E EQUIPPED 'KEY 0�3 E , .. 64Y° a , . f - i.. j,....,. .'. 1 - 1 INTERIOR FIN15H 5CHEDULE FL OM BASE , WAL.L $ CEIL M LUt-z_ u� t--ILI u g ty LU o r BOOM NAME o Q Z z u NOR?NASr SOUT N II,ESrin 2- HEI6�14 REMARKS GREAT ROOM O 1 O 1 GWB/PAINT GWD/PAINT GWD/PAINT GO/PAINT O VARIES VAULTED CEILING RESIDENT SERVICES I,2 4 3 - O O GUJ 3/PAINT GUe/PAINT GWB/PAINT GO/PAINT O MECN 1 4 2 O O GWD/PAINT GWD/PAINT GWD/PAINT GWB/PAINT O 11'-0' HALL 14 2 • • GWD/PAINT GWD/PAINT G23/PAINT GUS/PAINT O 11.0' MEN 14 2 O O C.TIPAINT C.T./PAINT C.T./PAINT CJJPAINT O 9'-0' BLIP RE515TANT TILE WOMEN 14 2 O O C.TIPAINT C.TJPAINT C.TJPAINT C.TIPAINT O 9'-0' BLIP RE615TANT TILE VERANDA 0 O 51DING/PAINT 511DING/PAINT SIDING/PAINT BIDING/PAINT O II 0• 1/2 MO16TURE RE515TANT GWB FITNE55 O O GWD/PAINT GUh3/PAINT GWD/PAINT GUO/PAINT O W-0' I/2'. M015TURE RE515TANT'GWE3 BAR I lo 1 O GWD/PAINT GU13/PAINT GWD/PAINT GM/PAINT O VARIES VAULTED OILING ENTRANCE 0 O TUGCO/PAINT TUCCO/PAINT TUCCO/PAINt TUCCO/PAINT O STORAGE I , 4 ® _ GWD/PAINT-GWD/PAINT' GUA3/PAINT GWB/PAINT' O C 05 T-1 4 2 4 3 • O GWB/PAINT GUBPAI t .. GUJB/PAINT GU5/PAINT O 9'-01 ACTIVITY ROOM O GWB/PAINT. Gu�PAINT GWB/PAINT G mAIN 11'-0' °O ; XAMROM • GWB/PAINT GUB/PAINT . GUPAINT G PAINT •O RESIDENT COMPUTER/MEDIA W : O , • GW[3/PAINT GW5/PAINT GWB/PAINT GU13/PAINt O HALL 3 -GUB/PAINT ,GWB/PAINT GU PAINT GWB/PAINt •-ro, 9 0 E - M NOTB ❑ - n 1. ; CERAMIC TILE TO E1E BL.IP kE6181'ANT. � o 2, h1oI TUR 51grAN1' To USED AT WET � o 3: MOISTURE RE615TMT GUS TOM UOED AT ' ° > �- EXTERIOR C I INW.. � L. 4. ALL. ,fIN15N 8 81-IA1..1. 8� AS REQUIRED Y�. o Atrrr_l-c -t FkeITA AWr) r kirt �rr_r= ' m r ... r .,. 1. .,, a ,. i . ....:... .. .., .. ., . .. , {{ .., ..... • : � ,' r- ;�: .... ,.., 1, .r '.. -n .rl . mow., _._ 4 1 f':-, ;�i. ., a .. • 2' , , r .. { L. . -f :. .. n ." ,� 1 , .,... .' ♦ . ', y :.s. �... ny ,,.i,' r`r. ii FL {„ v... ,. a ,._ :�',.• :.�. ".r �n tr 1. 5 „ , - , ....., a 1.. :'o •, X :. r• a S' t {. c, : :. '.r :t., -. ,i .: ._... , ., ,. F , .• .- { , .. ... , ) .. .. ,.. , .. :' .' a •. ., ,. , c .It i, Q V♦ W j z D' 4.m W z'', Q : , J • iJ r , • , r f �» a :..: : , '::'.' _ .'q• 5 r ..: :. ;. .. .� .: J v.. :.. -. .. .. . : .. . ,:.. L .. .-, � .. ,� a , r :. :.. .�: a .. : .-, . : ., .. : � 1♦ , _ II i r ',' ,, is ,. :. y}' .. ,`�., `, ": . .i,.. •,.5. - f S°` .. .. .! - . ,.7 ,r ., ,. > .. ,. i' as art` :. r. • f .. Y f ,- ,,.s r' .. .. i, .. ,. , 41 ,a R �151aN5"; Y, F L '• , r W , " f , .• 1. ,. _. ,.. .Y-,.. T .:li j.. �. ,,.� ..,. r , . -:. : _. ,.5 ': I, — i' .i. :y: �..1',1. �Ij PLUMBING FIXTURE SCHEDULE SOIL/, COLD HOT MANUFACTURER MARK FIXTURE WASTE VENT WATER WATER / MODEL DESCRIPTION WC-1 WATER CLOSET 3' 2" 1/2" --- AMERICAN — VITREOUS CHINA, WATER SAVER 1.6 GPF, SIPHON JET, (HANDICAP) STANDARD ELONGATED BOWL, CLOSED COUPLED COMINATION: BOLT 2168.100 CAPS. PROVIDE ANGLE STOP SUPPLIES & ESCUTCHEONS. - SOLID PLASTIC, OPEN FRONT, ELONGATED SEAT. (WHITE) LAV-1 LAVATORY 1-1/2' 1-1/2' 1/2' 1/2 AMERICAN — WALL HUNG WITH WALL HANGER WALL HUNG (HANDICAP MOUNT) STANDARD '\: — LAVATORY FAUCET, AMARILIS 74 0172H. 0124.024 POP—UP WASTE. ALL CHROME FINISH. ACCESSORIES — PROVIDE ANGLE STOP SUPPLIES W/ TUBES ,,& ESCUTCHEONS. MB-1 MOP BASIN 3" 1-1/2' 1/24 1/2' STERN WILLIAMS — 24X24X12 PRECAST TERRAllO MOP SINK WITH FAUCET MOUNTED IN SERIES SB-900 WALL ABOVE FIXTURE. COMPLETE WITH VACCUUM BREAKER, HOSE FAUCET: SPEAKMAN THREAD OUTLET AND BUCKET HOOK, INTEGRAL STOPS AND ,CSC-5811—RCP MOUNTING BRACKET. PR041DE STAINLESS STEEL CAP, CAST BRASS CHROME PLATED STRAINER, 3' CAULKED OUTLET, TILTING FLANGES AS REQUIRED. DF-1 HC DRINKING FOUNTAIN 1-1/2" 1-1/2" 1/2" --- SUNROC — STAINLESS STEEL FINISH, PERFORATED DOME STRAINER, PUSH #SF-3100 BUTTON BUBBLER, STOP VALVE, CORD AND PLUG. PROVIDE WALL MOUNTING BRACKETS. SIZE/ NIBCO - PVC APPLICATIONS : SCHEDULE 40 PVC DWV, CLEAN —OUT WCO WALL CLEAN —OUT DWG. —_— -- ^ 4811-14—V V TEE WITH RECESSED BRONZE TAPPED PLUG & STAINLESS JOSAM 158890 STEEL WALL ACCESS COVER. , ECO EXTERIOR CLEAN —OUT SIZE/ --- --- --- SEE DETAIL — PROVIDE CLEAN —OUT WITH 2—WAY CLEAN —OUT TEE. DWG. THIS SHEET , (LAWN, IN FLUSH 12' X 12" X 4' CONCRETE PAD.) FD-1 FLOOR DRAIN 3' _--_ -- _ - — ij PROVIDE WITH ZURN Z-1022 TRAP PRIMER. ZBR 415=P--VP HB-1 HOSE BIBS SIZE/ --- 3/4' --- BARNETT . — SANITARY, AUTO DRAINING, FREEZE —LESS, WITH VACUUM DWG. - BREAKER, BACKFLOW PROTECTED. SEE PLANS FOR WALL THICKNESS AND MOUNTING HEIGHT. ., MAIN SHUT—OFF y 0• .a 1 b JOE3 No. r : 00 d r Yr SHEET up) 77NG „ 1 DOMESTIC W TERCOWL RIS � r II cir wQC), •— a 47! ,ONTE 6PR14 fL01il0A IOOPttnb• ALT� r 2MAW '5110 v� fi .FAX.T104. „_, , .r t st t Fr. " . , 0 , � f as r 4b6- 1 464- 64 , C) �� v) , ., , , , , ,, o F,� tU FLCWA aQA SU� MsPAM 8 .. ?1 ,. :. r -„ .. „ ,. : , � :. 1 a a.' , ,: ., ,,, : ... ..:,. . /� 434- wn { uj , a ,. ,. .• .. ,. -.., r .,,: . d '.. 'n, ♦ .a ,ti a .. .t .. , :': :/ r ,.. . . .. -s ,. ... - .. t h ,,. , _.. ... .. ♦ ., . ... a' -. .. ,,. , .. :e r ... ,. ... ..:.. ... -A. •:k a al.. x I N:... i 4 1 ,'�, a, ;�' t r: :� i, , ::�,>' i�;.. s��� t1'` �.. PLUMBING FIXTURE SCHEDULE ' SOIL/. COLD HOT MANUFACTURER MARK FIXTURE WASTE VENT WATER WATER: / MODEL # DESCRIPTION WC-1 WATER CLOSET 3" 2" 1/2" --- AMERICAN - VITREOUS CHINA, WATER SAVER 1.6 GPF, SIPHON JET, (HANDICAP) STANDARD ELONGATED BOWL, CLOSED COUPLED COMINATION: BOLT 2168.100 CAPS. PROVIDE ANGLE STOP SUPPLIES . & ESCUTCHEONS. - SOLID PLASTIC, OPEN FRONT, ELONGATED SEAT. (WHITE) LAV-1 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" AMERICAN -WALL HUNG WITH WALL'HANGER WALL HUNG (HANDICAP MOUNT) STANDARD ` - LAVATORY FAUCET, AMARILIS 7490.172H. . ; . 0124.024 ,., . POP-UP WASTE. ALL CHROME FINISH. ACCESSORIES '- PROVIDE ANGLE STOP SUPPLIES W/ TUBES & ESCUTCHEONS. UR-1 URINAL 1-1/2" 2" 3/4" --- AMERICAN - PROVIDE WITH SLOAN ROYAL 186-1 FLUSH VALVE . (HANDICAP MOUNT) STANDARD #6501.010 EWC-1 ELECTRIC WATER COOLER 2• 1-1�2" 1/z" �_ ELKAY ONE -LEVEL ' COOLER. , ,"' #LIEATL=B EWC-2 ELECTRIC WATER COOLER' 2" 1-1/2" 1/2" --- EL.KAY - ONE -LEVEL COOLER. '(HANDICAP MOUNT) hLIEATL-B - WHITE ENAMELED STEEL. DOUBLE BOWL COUNTERTOP SINK WITH CRANE FAUCET LEDGE, 3 HOLE, 22-GAUGE, 33' X 22" O.A. X 5-1/2" ' S-1 SINK 2 1-1 " 1/2 5-140-S " -DECK MOUNT 2=LEVER KITCHEN FAUCET UNIT. EL KAY PROVIDE ANGLE STOPS, SUPPLIES & ESCUTCHEONS. LK-4123 - STAINLESS STEEL CUP STRAINER WITH REMOVABLE GASKET, ACCESSORIES PROVIDE TAILPIECE, P-TRAP & CONTINUOUS FLOW FIT11NG, WALL CLEAN -OUT SIZE/ NIBCO` - PVC APPLICATIONS: ' SCHEDUL.E 40 PVC DWV, CLEAN -OUT WCO DWG ___ T_rT ___ #4811-14-V TEE WITH RECESSED BRONZE TAPPED PLUG & STAINLESS JOSAM #58890 STEEL WALL ACCESS COVER. ECU EXTERIOR CLEAN=OUT SIZE/ --- --- : . --- SEE DETAIL - PROVIDE,CLEM-OUT WITH 2-WAY CLEAN -OUT TEE. DWG, THIS SHEET (LAWN, IN FLUSH 12" X 12" X 4" CONCRETE PAD.) FD-1 . FLOOR DRAIN' 3' --- --- --- ZURN - PROVIDE WITH ZURN Z-1022 TRAP PRIMER. `ZB-415-P-VP HB-1 HOSE BIBB SIZE/ --- 3/4" --- BARNETT - SANITARY, AUTO DRAINING, FREEZE -LESS, WITH VACUUM DWG, BREAKER, BACKFLOW PROTECTED. SEE PLANS FOR WALL THICKNESS AND MOUNTING HEIGHT. IMB ICE MAKER BOX --- --- 1/20 --- ' OATEY IMPACT PLAS11C BOX WITH ANGLE STOPMAK/ER/UTIUTY COMPRESSIONHIGH COPPER SOLDER CONNECTION FURNISH & INSTALL 1/4" COPPER TUBING OR PLASTIC SUPPLY TUBING (24" LONG MIN.). MOUNT RECESSED AT HEIGHT REQUIRED BY REFRIGERATOR MANUFACTURER. 7 FIXTURE CONNECTION SCHEDULE ITEM DESCRIPTION WASTE TRAP VENT C.W. H.W. REMARKS WC-1 WATER CLOSET 4" X 3" INTEG. 2" 1 /2" LAV-1 LAVATORY 2" 1-1 /4" 1-1/2" 1 /2" 1 /2" S-1 SINK 2" 1-1/2" 1-1/2" 1/2" . .1/2" IMB UTILITY BOX - - - 1/2" - FOR ICE MAKER NOTES: cr r s PEi�J'11 ET x, W F +L i � Vq I 1 + L ET "FERMIT's ... ...... . ....... . . . .... H V A.G' KEYNOTES nx M P VIDE,e THICK CONCRETE PAD. -.PAD SHALL LL OVERLAP CONDENSING UNIT BY MINIMUM 6. ON A SIDES. LOCATE, CONDENSING UNITS SUCH THAT THEY'; UNE. ARE C""OF ROOF DRIP EROUTE REFRIGERANT PIPING UNDERGROUND IN PVC 2 CONDUIT TO ASSOCIATED AHU, SIZEMQ INSULATE REFRIGERANT PIPING PER MANUFACTURER'S . 175CFM 175CFM RECOMMENDATIONS,, Ou R TE PVC CONDENSATE DRAIN LINE MTHP-TRAP G EXTERIOR OF BUILDING,, UP. TO 8' ABOVEGRADE MI) TERMINATE WITH DOWN TURNED ELBOW. INSULATE WITHIN BUILDING AND WALLS. StE, -2/CH-6.1'. DRYWELL DETAIL GALVANIZED EXHAUST DUCT. ROUTE TO ROOF DISCHARGE CAP. fry �"O-AW 175CFM 175CFM q) cq, 0 A GENE LNOTES .. ............. .. . ............. . DUCT ROLITING'SHOWN IN SCHEMATIC. H.V.A.C. PIPE AND; ..... ...... .............. CONTRACTOR $HALL PROVIDE MY ADDITIONAL OFF5M AND . ... ...... .... ............... . ........ tt,. ...... .... .... ... . . ......... ...... ......... ... FITT"INGS. INCWQING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS (TYP.) ENCOUNTERED IN THE FIELD. P-4 E-1 co COORDINATE WITH ALL OTHER TRADES PRIOR TO E-4 cf) PURCHASING OR INSTALLING EQUIPMENT AND MATERIALS. CU-2 OORDINAIE ALL H.V.A.C. SYSTEM DRAWINGS WITH TRUSS!_ 'RG loilo INTERFERENCESBETWEEN MECHANICAL SYSTE) S D ROOF A AN MANUFACTURER DURING SHOP DRAWING REMtW TO AVOID ?o STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COM ASSOCIATED WITH TRUSS INTERFERENCES THAT: ......... ..... ...... ..... P4 ............ .. . .......... ..... OCCUR IN THE FIELD DURING CONSTRUCTION. COORDINATE 4X RG ... ......... i 150CFM IN ADVANCE DUCT SIZES MAY BE REVISED TO FIT TRUSS .50 FM SYSTEM 50 LONG AS THE EQUIVALENT CROSS SECTIONAL 14"0 . ........ CU-1 fm VD AREA IS NOT DECREASED. �4/14 2 C) UQ 4. ALL CONTROL WRING AN CONDUIT SH'AL'compLy WITH LIC q) NEC AND DIVISION 16 SPECIFICATIONS. E-1 -3 CQ EXHAUST DUCTS SHALL BE 28 GAUGE MINIMUM GALVANIZED 10"O-4W 100CFM-, RD STEEL OR FLEXIBLE AWMINUM. 300CFM 6. PAINT INSIDE OF DUCTS AND PORTIONS OF CEILING, 10"0-4W 8 0-4 ASSEMBLY VISIBLE THROUCH GRILLES OR REGISTERS WITH 300CFM FLAT BLACK PAINT. 200CFkf VD u cf) 0 IOOCFM 7. ALL EXTERIOR GRILLES SHALL BE PRWEb AND PAINTED TO .. .. ......... 8 0 18/18 MATCH ADJACENT SURFACF- COORDINATE FINISH WITH ARCHITECL 3 PMENT SHALL BE INSTALLED PER MFG. x ALL HVAC EQUI lo"o RECOMMENDATIONS AND REQUIREMENTS COORDINATE WITH E-� MFG. t10,10 9. ALL DUCTWORK MATERIALS SHALL COMPLY WITH MINIMUM ly- I REQUIREMENTS OF FLORIDA ENERGY CODE. DRYWELL,, x 01' 10. ALL FIBERGLASS DUCTBOARD SHALL BE SEALED WITH ... ... .......... . .. ... GLASS FAB AND MASTIC. .. ..... ..... 12-RO K - - - - - — A f 4-- 12X1 2 12/14 10"O-4W ............. 10"0-4W JOOCFM AHU-1 FM IL 19"O-4W 10"0-4W 300CFM 10AID-JIG "0 200CFM 225CFM 12 24X244G < ...... . . .. .. ... .... ... HVI.A.C. LEGEND jig 225CFM 12"0 tSUPPLY DIFFUSER . . ......... .. im .... ...... RETURN AIR GRILI F cc 0AHU-2 .............. ... -?RG 16XI . . .... ... EXHAUST AIR GRILLE �x ��'RIGID DUCTWORK:(WIDTH/DEPTH) rlrr 10"0-4W lQ!0=4W 260C 260CFM ELBOW WITH TURNING'VANES FM MANUAL SPUTTER DAMPER FLEXIBI F DUCT WITH SPIN -IN FITTING AND MANUAL VOLUME DAMPER �MANUAL VOLUME DAMPER Ci 0 FIRE DAMPER FD RD 0 CEILING 'RADIATI DUCT MOUNTED SMOKE DETECTOR -q ORAN- N THERMOSTAT H.V.A C. FLOOR PLAN CLUBHOUSE I GHEOrEP SCALE: 1/4 V-0' ci "0' 'HUMIDISTAT L ­00 CD CONDENSATE'DRAIN LINE 50ALFE VC CONDUIT P JOE3, NO. -00 OOR UNDERCUT, Uic oo� AIR DISTRIBUTION DEVICE: ML. 7ING CQ 'Off-AA00 Pr Pave NECK' SIZE --I 0*7-4W THROW W. PALM aEACH AIR QUANTITY— 35M 4V *MW LOW, SM tdA ALTAMO -5110 (407) =-7704. (407) �U FAX. CH I it H., 3% V4 SWE ZA FT. PI 00 W.'(404 40 2M FORM HU3 %ft, WM 226. IM PAW BEACH, RMOA �M�, 1A T 7745, IN ASSOC 4, ITO- 41 'v i V. 4"', 1 ?, �r �, �l 1 VI g� A, 7777! REV! $10 N S, le, L FEWIT'SET S a IF I oi 44 F"A' .......... . . ..... . . . . . . . . . . . - .. .... .......... . ... ......... . ............... ................ .......... . . . . . . . . .. . . . . . . . . . .. ... . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . .... ... ........ .... .... ..... . ....... .. . ... . . . ..... ....... .... ......... ................... ... . . . ........ ... ... ........ F 10/4 UPI, TO ROOF -DISCHARPEF `CAP C. Ilk ........... .......... �V, NJ Fl. F F, .. ........ ... ..... . ....... . FF, .. .... . .... . ... j MAINTENANCE BUILDING HY.A.C. PLAN SCALE: l'—O" ''FAN SCHEDULE MARK SERV . I . CE TYPE FAN MOTOR EQUAL TO NOTES CFM E.S.P, (IN.) DRIVE RPM HP (WATTS] V/, MFG. MODEL EF— I TOILET ROOM CEILING '125 0.25 DIRECT 1090 [50] 120/1 LOREN'COOK GC-320 (1)(2)(3)(4)(5) NOTES: 1) PROVIDE DISCONNECT SWITCH MOUNTED AT THE UNIT. 2) PROVIDE WITH BACKORAFT DAMPER. 3) PROVIDE WITH SOLID STATE VARIABLE SPEED CONTROLLER MOUNTED AT THE UNIT. 4) FAN SHALL BE CONTROLLED VIA LIGHT SWITCH WITH 10 MINUTE TIME DELAY. PROVIDE TIME DELAY SWITCH. 6) PROVIDE WITH ROOF DISCHARGE CAP. PRIME AND PAJNT TO MATCH ADJACENT SURFACES. L z PRANN JA CHE6KF_D lu 0 .3 Jp No. CD 5HEET cz) c) CIO co CD ORLAX0 PT. PERCE� W PALA4 BEA CH_,� '4V WWW. LOW, AA M ALTMWM WRNA FLaVA 32M (40) 3j"10 f4' (W�,W-7704 C) M 24� FT, P10 -ildS FW (407.) 46i- Lij 0 FORM p4v�l `4'44;� If V) -90W FA* 407) 46 W 77, V) < LE a I DIFFUSER/GRILLE SCHEDULE TYPE MFG. MODEL., NOTES CEILING MOUNTED TITUS TDC-AA (1)(2)(4)(5)(6) SQUARE SUPPLY DIFFUSER CEILING OR SIDEWALL TITUS 350 (1)(2)(3)(4)(5)(6) RETURN AIR GNI IF NOTES: 1) PROVIDE WITH OPPOSED BLADE VOLUME DAMPER. 2 PROVIDE 24X24 FULLY LOUVERED FACE LAYIN MODULE WHERE LOCATED IN LAYIN CEILING. 3 NECK SIZE 13 22X22 UNLESS NOTED OTHERYASE ON FLOOR PLANS. 4 PROVIDE SQUARE TO ROUND NECK TRANSITION WHERE APPLICABLE. 17) 5 COORDINATE BORDER TYPES WITH ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN. 5 COORDINATE FINISH WITH ARCHITECT. COORDINATE THROW PATTERN WITH FLOOR PLANS, c\j o J* 41 P4 _ cf) co W a 'J R,CONDITIONING: AlSCHEDULE UNITSPLITSYSTEM, MARK AREA' SERVED INDOOR UNIT COOLING CAPACITY OUTDOOR UNIT SEER EQUAL -TO NOT . ES FAN ELECTRIC HEATER MCA MOCP WEIGHT (LBS.) CONDENSER tFAN(S)'COMPRESSORS QTY V/0 FLA '(EA.) V/0 , (RLA LRA QTY* EA.) (EA.) , MCA MOCP WEIGHT (LBS.) MF G. MODEL CFTMO/A E.S. P' (IN.) HP V/0 FLA KW OF STEPS V/0 TC (MBH) sc (MBH) AHU-I/CU-I GREAT ROOM 1400 160 0.5 1/2 230/1 3.3 7.68 1 240/1 44 45 175 39.5 26.7 1' 230/1 1.9 1 230/1 16.0 91 23 40 300 11.3 TRANE TWEO42C;l4/ TIP042CI 00 (1)(2)(3) AHU-2/CU-2 ACTIVITY/FITNESS 1950 200 0.5 3/4 230/1 5.9 9.6 1 240/1 58 60 225 55.5 37.9 1 230/1 1.9 1 230/1 23.0 146 37 60 350 11.0 TRME TWE06OC11 / 0 TTPO6Oc20 AHU-2/CU-2 OFFICES 926 80 0.5 1/3 230/1 2.1 5.76 1 240/1 .33 35 150 28.2 19.0 1. '230/1 1.6 1 230/1 12.0 65 17 25 300 11.5 TRIANE "O'C"/ TrPo3ocloo (1)(2)(3) NOTES: (1) PROVIDE SMOKE DETECTORSAIRE STATS IN SUPPLY AND'RETURN DUCTWORK TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAE/STATE CODES., �2) PROVIDE PATH WALL MOUNTED, FULLY PROGRAMMABLE, 7-DAY TYPE ELECTRONIC THERMOSTAT. 3) PROVIDE WITH SINGLE POINT CONNECTION FOR ELECTRIC HEATER AND FAN FOR INDOOR UNIT. F1 AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWTCH,INOUTSIDE SECONDARY DRAIN LINE INSIDE FINISHED GRADE 2" CONDENSATE 'DRAIN TO DISABLE AHU SHOULD (9" BELOW F.F. SECONDARY DRAIN LINE SLAB ACCUMULATE WATER. w 12", EXTENTiON PIPE WITH _F THREADED CAP AT END. 41# 00 IN I =1 I I 0 0 0 0 I— 0 0 00 VENT CLEANOUT WITH 00.00.000"O",o 120 0 0 0 000000000 —FIT (NOT SCREW) 0)0000000000 SLIP oco Jr-1 000000000000 0 0 0 0 0 0 CAP WITH DRILLED HOLE 0 0 00000000 1 FLUSH AT CONDUIT ENTRANCE APPLY TWO COATS `OF VINYL_ ACCESS TO BLOWER AND COILS. OR PACK WITH ROCK WO%— LACQUER FINISH OR PROVIDE INSULATE ENTIRE INSIDE OUTSIDE ALUMINUM JACKET ON ALL LENGTH OF SUCTION EXTERIOR EXPOSED INSULATION INTERNALLY INSULATED ANIJ_ LINE PROPERLY SEALED 3/4' PLYWOOD SEAL DUCT STAND IS AN ACCEPTABLE PENETRATION ALTERNATE TO METAL STAND. 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MEDIA 20 1 1.25 5 6 0.95 20 1 I L-ACTIVITY ROOM M-AHU--1 50 2 1.01 7 8 2.06 50 1 2 M-CU-1 M- - - 1.01 9 10 2.06 - - M- M-AHU-2 60 2 1.29 1112 2.87 70 2 M-CU-2 M- - - 1.29 13 141 Z87 - - M- M-AHU-3 40 2 0.77 1516 1.56 30. 2 M-CU-3 M- - - 0.77 1718 1.56 - - M- R-ACTIVITY ROOM 20 1 1,08 19 20 L45 20 1 -GREATRO L Qtrl - COUNTER R ACTIVITY RM. 0 20 1 0 5 0 21 22 0.50 20 ' 1 R-MEN,WOMEN,EXT - R VENDING 20 1 1.20 2 3 24 1.20 201. 1 - N R VE O NG R-VENDING 20 1 1.20 25 26 0.54 20 I R-_MEN,WOMEN - R EWC 20 1 1.0 0 27 128 '18 1,00 20 1 R EWG R-REFRIG 20 1 1 Y20 29 30 0.72 20 1 R- AR COUNTER B Y /r :4r r�. � f.1. �'' 1prrs' :: / b J _„ J ':, w s r ,, . l / .� .n,<,.rl,r• : t x • S 4, N r <.f JS y• xf'. , ;< ,f£ff� s. / / rl 08; 5 JZ N ,. �<:� b ,::-< di:ri- h z S- L a r Y' f L /;. , 5 rr ,rr rk n< ,, ,bra r, ,i.. 5 /: 4 l T.. s Y 7 / r ;: / N .l :,f t: s :b :%, Y, Y / .W t, 'Y..+.Y r r 5 ,C: y'y,'< ! / f' / h ! ) � C A x : t ,i 1. f :i r ,G 'wi .,:/% ! F k r f �T F 5 ., J. .fkr54. 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JrJ :!.. e,: „lY,.,,. r.. ., ,.,. ,,s.:: :., ..r .':,, a:.-✓,:, .,..,.. .,.... /. .., -.ram' .. ,..: r. :...i rb d , o . _ r..,rfi .' , k ..<,..,<,,,•.:. ... ., :.. ,r,,:,bg.r. a r, 3,. s£ s TOTALS ; 8.2 7.3 10.3 10.7 ` SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: - • I ,� � LIGHTING I 17.26 1,25 9.08 RECEPTACLES - 1ST 10 KVA 10.00 1.0 10.00 RECEPTACLES - ABOVE 10 KVA 0.14 0.50 0.07 , MOTORS 19.12 0.80 1 15.30 EQUIPMENT 0.00 1.0 0.00 APPLIANCE ' 0.00 L 0.75 0.00 SPARE/SPACE - 0.00 1.0 0.00 OTHER 0.00 1.0 0.00 TOTALS 1---d 36.52 34.44 - 16,000 D SECTION AIC- 1zo/240v 1 �-3w1. CAt 2N UM BREAKER .MINIM P,►%iEL L ) SERVICE LOCATION , CLUBHOUSE RATING 225A MLO MOUNTING SURFACE . CORRIDOR BKR KVA q(Tr KVA BKR LOAD DESCRIPTION TRIP POLES 0A OB OA OB TRIP POLES LOAD DESCRIPTION NO. R-DISPOSAL 20 1 1.00 1 2 1.08 20 1 R-RESIDENT SERVICES R-DISHWASHER 20 1 1 1 1.00 3 4 0.72 20 1. R-BAR COUNTER R-RESIDENT COMP./MEDIA 20 ' 1 1.08.1 5 6 1.08 20 . 1 R-FITNESS ` R-GREATROOM,CDRR 20 1 I 1.08 7 8 2.25 30 2 E-EWH-1 R-DEDICATED COMP./MEDIA , , . 20 1 1.00 9 10 2.25 - -7 E- R-DEDICATED RESIDENT SERVICES 20 1 1.00 • 11 12 1.50 20 1 R-COMP./MEDIA • R-COMP./MEDIA 20 1 1r50 13 14 1,00 20 1 - , MEDIA . R COMP / M-GREATROOM FANS 20 1 0.72 . 15 16 0.50 20 1 R-FITNESS ROOM TYS E-EWH-2 20 2 1.50 17 18 0.50 _ 20 1 SPARE E- = - 1.50 , 19 20 0.50 , 20 1 SPARE s s ! .y ,,,f Y r ! np / : s x ! YF ff - f� # k f 5J <* m ,✓ y27l k. t x' :; P x a: % / 'Y / r/ 5 1 II.lf r v+f rY y :jii '�riJ I ✓� s /S Y *'' r / x Y ! Y 4. r fu riY#'G <S✓,"�w•:f. ur$ii£ / , ;; r rY, ` k l �. '. F. 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R: '�� , f i..,'., r/ -/ ' , fb ' ,✓%�.. 5< v. <</ / r {r : wS kt ,k .. , , Y, ! , b, x r. r. <. a iri.SN.. r . 4r. r<R T r , . -, ,.... r. 1 /r,6. y : f" A/ 1.1"Wx '. ✓ b , 'G : ,.. Y .f 1. r •r�y b f<h .- xY�ry Y. r/,¢ .Q y�r 5Cy .. ,,....,.. , ,. f!hGY ..,. .r, ,... .. ,,.f.... 4��r•f /U e :: �5 /�Y!! .Y, ... .:f.P..., J' fj .../.:. ...N. ,r,,, 93'�}. fY J✓¢i A, �a ,r y�l ri r rry✓//fSJ�. {. B-r wfir 'YI r r� .i n YS l<t . 9..y✓ k. Xpp • r./ c/Ya a / K 's A3 � % ✓ / X / 7 ,Y'r r r....ss,F„si ,r.. :N Ff /.- ,/lv b'- �r , LY r, s . v . ,- ,. _ .::•,:,, i� / r,, . ,. f . £ rl,. -n•.. a ,: s. ,. , ;!�` f t..,r ....i % ^.: r, ..,,. f "ra.. '!. /� a., 4 ,.< r.. A ... 3'""-.:-..5r-.. < Y .. , r�<: y. ,,., .. -.:>. <•d .,,.'.:: . ,Y. �,.. .. /..i , /. . .r•. Y ..r.; .. n. ,. " n 1. .., .,,..v .,. ., :. f.. -..':C �' f .✓. . 'S, { ..f,f'., Y- .1 ,/,!. Y xi .. :✓4 .f s f 'Js : : € � 3 1 f 2df 1. ✓ f % :M Y%lv if f r :4. �. ✓ '8 ,F,4,..... � ,t,� 4 r: ,/. .� / - Y' ! ,: s' .H' b rl s !h 4:. 4 rT' gnu y J JY: .r - Y f s-, 1' rf >s ..9 r3 s L p'.J, 'tf l/ F f f a r �"W. oY x, / .rE yr .'. //�. ! x ��s if f 3 J .fff ... >,r ..� .,_. a / !m: < ,.. ,. r .. .y.. ,.. ,, ,r, ,.,. <y / . TOTALS 6.1 1 5.3 >< 5.9 5.5 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND- KVA NOTES: . . . LIGHTING 0.00 1.25 0.00 RECEPTACLES-- 1ST 10 KVA 10.00 f 1.0_ 10.00 RECEPTACLES -ABOVE 10 KVA 3.54 0.50 . 1.77 MOTORS 0.72 0.80 0.58 EQUIPMENT 7.50 1 .. 1.0 ' 7.50 APPLIANCE : 0.00 0.75 0.00 SPARE/SPACE 1.00 1.0 ,1.00 OTHER 0.00 1.0 . 0.00 TOTALS 22.76 20.85 . . . 4TUR .., ,,11 � ..� ,. 0, I I � . .ES . IH 1.1. ,,. , I. TYPE . DESCRIPTION TOTAL WATTS LAMP- MOUNTING • NO. WATTS TYPE CA MODULAR FLUORESCENT 2 LAMP COLUMBIA AWN4-240 Il 120 ' 96 2 40' T12 SURFACE . OR APPROVED EQUAL CB BATHROOM BRACKET FIXTURE PR RESS P7147-15 OG 24 1. 20 F20 T12 WALL . OR APPROVED EQUAL CC GLOBE FIXTURE PROGRESS 1306-05 60 1 60 A19 CEILING OR APPROVED EQUAL .. ,�, CD STRIP FLUORESCENT DAYBRITE T240 .' 96 2 40 312 SURFACE OR APPROVED EQUAL <, ": , : i DOWNLIGHT W SPECULAR CLEAR ALZAK REFLECTOR // ,, ' C E - PRESCOLITE IBXTP W TO- / 4S REFLECTOR 30 2 13 13 TT W D C ,R ESSE E D 1' OR APPROVED E AL . QU CF 4 LENG TH P, R SCENT 2 STRI FLUO E %, bs LITHONIA S 1 17 12 E 20 1 1 7 T8 A SURF CE PROVED EQUAL .,,�,, OR AP QU PADDLE FAN WITH WHITE FINISH 180 SURFACE CG HUNTER ORIGINAL OR APPROVED EQUAL fff , RE o0wrucHT W SPECULAR CLEAR ALZAK REFLECTOR, 8 APERTURE CH P CHTREE PFF8226-C EB -TR W EA 60 2 26 '`QU A6 RE CE SSE D 1 !L OR APPROVED EQUAL PANELS. D AR ACRYLIC RIB R AND BEVELED CLEAR M TERN WITH BED ROOF WALL OUNTED LAN 0 6W Cl - - PEA CHTREE PFF8226 G EB-TR-W 60 1 60 ED, BASE WALL OR APPROVED EQUAL VAPOR TIGHT FLUORESCENT FIXTURE CL COLUMBIA AWN4-24OLE 120 1 11 I 170 2 34 T12, WALL 11 OR APPROVED EQUAL MODULAR FLUORESCENT, 4 LAMP CM COLUMBIA AW24-440 LE 120 192 4 40 T12 , SURFACE OR APPROVED EQUAL1. . DOWNLIGHT W/ SPECULAR CLEAR ALZAK REFLECTOR, 8" APERTURE, SLOPE CEILING ADAPTER CN PEACHTREE-8232-SCA-8 70 2 32 32TRT RECESSED 1 OR APPROVED EQUAL . STRIP FLUORESCENT, 48" LENGTH CP LITHONIA S 1 40 120 ES 48 1 40 - T8 SURFACE OR APPROVED EQUAL ` 6" FLUORESCENT DOWNLIGHT WITH (2) 26W DTT LAMPS, FLUSH PRISMATIC LENS, PLASTIC FLANGE, CR HIGH POWER FACTOR BALLAST. 60 3 26 26DTT SURFACE LITHONIA F6LF2 PF HPF OR APPROVED EQUAL EXIT SIGN WITH BATTERY PACK, SINGLE FACED X PRESCOLITE XT 3 R EN - W UNIVERSAL 2 OR APPROVED EQUAL EXIT SIGN WITH BATTERY PACK, DOUBLE FACED X2 PRESCOLITE XT 3 R EN - W UNIVERSAL 2 OR APPROVED EQUAL EMERGENCY LIGHT WITH BATTERY PACK XA PRESCOLITE EMAX WALL 2 OR APPROVED EQUAL . NOTES: 1. 1. SWITCH LAMPS SEPARATELY AS INDICATED.1. 2. CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT. ' ' - t IJ UEIRICATE` SECTION, 1501 0 ­,-�GENERAL PROVISIONS FOR MECHANICAL WORK suRFAcIE PART 8 DEFINITIONS N$40 BE PART 2, PRODUCTS CLOBE VALVES AND GATE VALVES TO FINISHED FLOI WALL B. THREADED CLEANOUT PWGS,,MTH MIXTURE OF vi, 0 Nl$. QWHITE�'A 1PART1 - GENERA� 1. � CONTRACT DOCUMENTS 2.01 INSULATION,, A. UP TO 2 INCHES: BRONZE BODY, RISING STEM AND HMDM­IEEL, INSDE" OIL. ENSURE, CLEARANCE AT CLEMOUT F RODOING'Q I T roV f DRAINAGE SCREW, RENEWABLE COMPOSITION DISC, SOLDER/SCREWED ENDS, NTH, SYSTEM. 7,, '0 ARRANIG 1.01, THIS SECTION COVERS THE GENERAL EMENT OF THE MECHANICAL. A. ALL DOCUMENTS PERTINENT TO THE QUALITY AND QUAN11TY OF WORK TYPE A CLASS FIBER INSULATION; ANSI/ASTM C547; *K' VALUE OF .24 AT 75 BACKSEATING, CAPACITY. SYWMS AND RELATED ITEMS TO COMPLETE THE WORK AS SHOWN'ON -THE TO BE PERFORMED ON THE PROJECT, INCLUDES BUT NOT LIMITED TO: DEGREES F, NONCOMBUSTIBL.E. 0 C. ENCASE EXTERIOR CLEANOUTS IN CONCRE1E,FLUSH WITH GRADE. PLICABLE PROVISIONS OF PLANSII SPECIFICATIONS, INSTRUCTIONS TO BIDDERS, GENERAL AND SPECIAL 2.05 BALL VALVES DRAWINGS AND AS SPECIFIED HEREIN.. ALL AP THE GENERAL CONDITIONS, SUPPLEMENTAL CENAL CONDIT16NS AND, CONDITIONS, ADDENDA, ALTERNATES,'UST OF, MATERIALS, LIST OF 2.02 JACKETS END OF SECTION'15430 '7 SPECIAL CONDITIONS ARE HEREBY MADE A PART OF THIS SECTION. SUBCONTRACTORS, UNIT. PRICES,'SHOP ORAWING�S FIEW ORDER% CHANGE A. UP. TO 2 INCHES: BRONZE/STAINLESS'STEEL BODY, STAINLESS STEELBALL, ORDERS, COST BREAKDOWN, PERIODICAL PAYMENi REQUESTS, ETC. A. INTERIOR APPUCATIONS TEFLON SEATS AND STUFFING BOX RING, LEVER HMDLE AND BALANCING 77 `THREADED ENDS WITH UNION. -nON16446 .02' STOPS/SOLDER/ SEc OLUMBING FIXTURES AND EQUIP ENT 1 THE WORK SHa INCLUDED COMPLETE TESTING OF ALL EQUIPMENT AND TH PIPING AT THE COMPLETION OF THE WORK MD MAKING, MY MINOR 8,02 INTENT 1. VAPOR BARRIER JACKETS:'� KRAFT REINFORCED FOIL VAPOR BARRIER W v -SEALING ADHESIVE 'JOINTS. SWING CHECK VALVES SELF P LUMBING FIXTURES CONNECTION CHANCES OR ADJUSTMENTS NECESSARY FOR THE PROPER 2.06, PART I A. IT IS THE INTENTION OF THESE SPECIA ALL AS80CIATED FUNCTIONING OF THE SYSTEM AND EQUIPMENT. CATIONS AND S: ONE PIECE,, PREMOLDED TYPE. A. UP TO 2 INCHES: BRONZE 45/22 DEGREE SWING D SOLDER/SCkWED 1.01 NERAL: DRAWINGS TO CALL FOR FINISHED WORK, TESTED AND READY FOR 2. PVC JACKET Isco 1.03 WORK UNDER 'MIS SEC11ON SHALL CONFORM TO ALL GOVERNING CODES, OPERATION. WHEREVER THE WORD "PRQMDV,:IS USED, IT SHALL MEAN ENDS ALL PLUMBING FIXTURES AND THEIR INSTALLATION SHALL'CONFORM TO 3. CANVAS ETS UL LISTED TREATED COTTON FABRIC, 6 OZ/SQ YD. A. ORDINANCES AND REGULATIONS OF THE CIA COUNTY AND STATE. OFURNISH AND INSTALL COMPLETE AND READY FOR USEN, "JACKi' 2.07 s WATER PRESSURE REDUCING VALVES THE REQUIREMENTS OF THE �PPLJCAEILE PLUMBING CODE. 1.04 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL'ERRORS IN B. DETAILS NOT USUALLY SHOWWOR SPECIFIED, BUT NECESSARY FOR THE 2.03 ACCESSORIES FAFACATIONJOR THE CORRECT FITTING, INSTALLATION AND ERECTION PROPER INSTALLATION AND OPERATION ;9F.SYSTEMS, EQUIPMENT, UP TO 2 INCHES; BRONZE BODY, STAINLESS STEEL'AND THERMOPLASTIC 0. EXPOSED METAL WORK SHALL BE BRIGHT CHROME -PLATED, BRASS EXCEPT r A. OF THE VARIOUS MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS. MATERIALS, ETC., SHALL BE INCLUDED IR THE WORK.: THE SAME AS IF A. INSULATION BANDS: -3/4 INCH WOE;; 0.015 INCH THICK' ANTERNAL PARTS, FABRIC REINFORCED DIAPHRAGM STRAINER,' GALVANIZED STEEL; AS NOTED. V; THREADEID/AND SINGLE UNION/DOLIEILE UNION ENDS. SUPPLY AS X , 4 �1 HEREIN SPECIFIED OR INDICATED. STAINLESS STEEL. 0.007 INCH 0.18 THICK ALUMINUM. REQUIRED BY LOCAL UTILITY PROVIDER. C. 'ALL FIXTURES SHALL BE BY, THE SAME MANUFACTURER., 'PART 2 DRAWINGS AND SPECIFICATIONS END OF SECTION 15010 C, PART 3 EXECUTION 2.08. RELIEF VALVES 1.02 MANUFACTURERS:' 2.01 CONTRACT DRAWINGS FOR WORK UNDER THIS SECTION ARE IN PART DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF WORKAND SECTION 15140 SUPPORTS AND ANCHORS 3.01 PREPARATION A. BRONZE BODY, TEFLON SEAT, SR TIC, EL STEWAND SPRINGS, 1AUTOMA A. AMERICA " STANDARD,' CRANE, �kOHLER, N ELJER, BRIGGS, �MRLINQ DELTA INDICATE THE GENERAL ARRANGEMMf OF EQUIPMENT.. DOCTS, PIPING AD DIRECT PREMRE ACTUATED, CAPACITIES ASME CERTIFIED MD LABELED. SPERZEL, OLSON.ITE, BEMIS, ELKAY, OR EQUAL. :SEE.DRAWIN NOTM THE APPROXIMATE SIZE AND LOCATION OF EQUIPMENT. AND OUTLETS. PART I GENERAL A. IALS AFTER PIPI INSTALL MATER NG BEEN TESTED AND, APPROVED.. THE CONTRACTOR SHALL FOLLOW THESE DRAWINGS IN LAYING OUT HIS ,HAS PART 3 EXECUTION PART 2 PRODUCTS WORK MD SHALL VERIFY SPACES IN 'WHICH HIS WORK WILL BE INSTALLED, 1.01 WORK INCLUDED 3.02 INSTALLATION INDICATING TO THE ARCHITECT WHERE ANY CONFLICTS OR OVERLAPPING PREPARATION 2.01 PROVIDE FIXTURES AND TRIM WHERE SPECIFIED ON DRAWINGS.' OF SYSTEMS OCCUR. A. PIPE AND EQUIPMENT HANGERS,'SUPPORt, AND ASSOCIATED ANCHOR$. A. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A. �REAM PIPE AND TUBE ENDS. REMOVE BURRS. BEVEL PLAIN END FERROU 5 2.02 PRODUCTS LISTED IN SCHEDULE ON ORA NGS SHA bE MINE m LL TER 2.02 WERE JOB CONDITIONS REQUIRE' REASONABLE. CHANGES IN INDICATED 1.02 RELATED WORK PIPE. QUALITY AND GRADE REQUIRED. OF 0 THER THAN THOSE USTED IN LOCATIONS MD ARRANGEMENT, PROPOSED DEPA 'B.,. CONTINUE, INSULATION WITH VAPOR BARRIER THROUGH PENETRATH SCHEDULE ME TO BE USED, EQUAL OR PARALLEL GRADE SHALL BE USED. SUBMITTED WITH DETAILED DRAWINGS.TO THE ARCHITECT FOR APPROVAL A. SEC TION 15410 PLUMBING PIPING B. REMOVE SCALE AND DIRT, ON INSIDE NAD OUTSIDF, BEFORE ASSEMBLY. BEFORE MY OF THE PROPOSED 'WORK IS COMMENCED. AL APPROVED C. IN. EXPOSED PIPING, LOCATEINSU LATION ANQ COVER SEAMS IN LEAST PART 3 INSTALLATION DEPARTURES SHALL BE MADE AT NO ADDITIONAL COST. TO THE OWNER. VISIBLE CONDITIONS. C. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR UNIONS. PART 2 PRODUCTS 3.01 INSTALL EACH FIXTURE WITH TRAPS, EASILY REMOVABLE FOR SERVICING 2,03 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO INDICATE 0.. ON INSULATED PIPING WITH VAPOR BARRIER, INSULATE 1`111INGS, VALVES, 3.02 INSTALLATION AND CLEANING. COMPLETE AND WORKING SYSTEMS,,UNLESS SPECIFICALLY INDICATED TO 2.01 PIPE HANGERS MD SUPPORTS -UNIONS, FLANGES, STRAINERS, FLEXIBLE CONNECTIONS, AND EXPANSION 'ME CONTRARY. THE,WORK INCLUDES THE FURNMING,'INSTAWNG AND '4 JOINTS. A. PROVIDE NON-CONbUCTING DIELECTRIC CONNECTIONS WHEREVER 3.02 PROVIDE BRIGHT 'CHROME PLATED FLEXIBLE SUPPLIES TO FIXTURES WITH -,CONNECTING OF A COMPLETE WORKING INSTALLATION IN EACH CASE TO A. S 1/2 TO 1-1/2 INCH: HANGERS FOR PIPE SIZE ALLEA13 RON ON LE I 16AR6 JOINTING DISSIMILAR METALS. WHEEL HMOLE STOPS, REDUCERS AND ESICUTCHEONS. THE FULL EXTENT SET FORTH IN THE DRAWINGS MD. HEREIN SPECIFIED. STEEL, ADJUSTABLE SWIVEL, SPLIT RING. -E. PROVIDE M,INSERT, NOT LESS THAN 6 INCHES LONG OF SAME THICKNESS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE JOINING INSULATION, BETWEEN SUPPORT SHIEW MD B. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. 3.03 ALL WALL HUNG FIXTURES SHALL BE FURNISHED WITH CARRIERS. FUNCTIONING SYSTEM' UNLESS SPECIFICALLY NOTED OTHERWISF. TIPLE MUL OR TRAPEZE HANGERS: STEEL CHMNELS WITH WELDED PIPING, BUT UNDER THE hNISH JACKET, ON PIPING 2 INCHES IN DIAMETER SPACERS AND HANGER RODS; CAST IRON ROLL MD STMD FOR HOT PIPE �OR LARGER, TO PREVENT INSULATION FROM SAGGING. AT SUPPORT POINTS. C. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH 3.04 WORK SHALL BE ACCURATELY LAID OUT AND ROUGHED -IN SO THATALL' -2.04 THE DRAWINGS MD SPECIFICATIONS SHAII BE CONSIDERED AS SIZES 6 INCHES AND OVER. INSERTS SHALL BECORK OR OTHER HEAVY DENSITY INSULATING USE OFSPACE. i PIPING WILL BE STRAIGHT AND TRUE WITHOUT BENDS AND OFFSETS AND TI ATERIAL INCLUDED.IN EITHER,, THOUGH NOT MATERIAL SUITABLE FOR THE PLANNED TEMPERATURE RANCE. FACTORY NO SUCH BENDS AND OFFSETS WILL BE ACCEPTABLE UNLESS,THEY ARE MENTIONED IN BOTH, SHALL BE PART OF THE WORK TO BE ACCOMPLISHED C. -*LL SUPPORT FOR PIPE SIZES TO 3 INCHES: CAST IRON HOOK. i'lABRICATED INSERTS MAY BE USED. ' INSERTSHALL EXTEND AROUND GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. UNAVOIDABLE MDARE ALLOWED BY THE ARCHITECT.' AND SHALL BE CARRIED OUT COMPLETELY IN AS THOROUGH A MANNER BOTTOM 120 DECREES OR PIPE BARREL AND, SHALL BE INCLUDED INS!DE .0. 'AS IF COVERED BY BOTH. WALL SUPPORT FOR PIPE SIZES 4 INCHES AND OVER: , WELDED STEEL VAPOR BARRIER JACKET WHERE APPLIED. SEE SECTION 15140 FOR SHIELDS E. INSTALL PIPING TO ALLOW FOR EXPMSION AND CONTRACTION WITHOUT '7SEAL FIXTURES TO WALL AND/OR FLOOR SURFACES WITH SEALANT, COLOR BRACKET AND WROUGHT STEEL CLAMP; ADJUSTABLE STEEL YOKE AND' AND HANGERS. 'STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. TO MATCH FIXTURES. CAST IRON ROLL FOR HOT PIPE SIZES 0 INCHES AND OVER. I 1 PART 3 EQUIPMENT DESIGN AND INS TALLATION F. NEATLY FINISH INSULATION AT SUPPORTS, PROTRUSIONS, MD F. PROVIDE d"ANCE FOR INSTALLATION OF INSULATION AND ACCESS TO IF FIXTURE MOUNTING SURFACES DO NOT ALLOW MOUNT ING T 0 BE LEVEL I- VER11CAL PIPING SHALL BE SUPPORTED IN THE CENTER OF EACH RISER INTERRUPTIONS. VALVES AND FITTINGS. AND PLUMB, SURFACES ARE TO BE GROUNDED SMOOTH AND FLAT. 3.01 THE DESIGN, MANUFACTURE, TESTING -AND METHOD'OF INSTALLATION OF BUT NOT OVER 15 FEET ON CENTERS AND SHAL L BE SUPPORTED AT. THE ALL APPARATUS AND MATERIALS FURNISHED UNDER THE REQUIREMENTS BASE OF THE RISER ON A BASE ELBOW OR TEE WITH PIPE STMD ONLY G. PROVIDE ACCESS WHERE VALVES MD FITTINGS ARE NOT EXPOSED. PART 4 DRAINS H NS SHALL CONFORM TO THE APPLICABLE WHERE SHOWN -ON DRAWINGS.. PIPE SUPPORT SHALL BE A RISER CLAMP. G. JACKETS STANDARD RULES OF THE FOLLOWING. WHERE MATERIALS ARE NOT FOR UNMULATED BRASS OR COPPER PIPE OR UBING, THE RISER CLAMP H. SLOPE WATER AND PIPING AND ARRANGE TO DRAIN AT LOW POINTS. 4.01 ALL DRAINS'SHALL BE CONSTRUCTED OF THE FINEST QUALITY CAST,IRON, SPECIFICALLY REFERRED TO,,BUT ARE REQUIRED, SH THEY ALL MEET THE SHALL BE COMPATIBLE WITH NONFERROUS PIPING OR SHALL BE 1, INDOOR, CONCEALED APPLICATIONS. INSULATED DUAL -TEMPERATURE COATED WITH THE MANUFACTURER'S STMDARD PROTECTIVE PAINT AND REQUIREMENTS OF THE APPLICABLE CODE. ELECTROLYTICALLY COATED STEEL AS FOR HANGERS. .,PIPES OR PIPES CONVEYING FLUIDS BELOW AMBIENT TEMPERATURE SHALL 3.03 APPLICATION FURNISHED WITH ALL ITEMS SPECIFIED AND SH HAVE VAPOR BARRIER JACKETS, FACTORY -APPLIED OR FIELD APPLIED. AND STATE PLUMBING CODE. F. COPPER PIPE SUPPORT. ,CARBON STEEL RING, �ADJUSTABLE COPPER PLA TED. 'INSULATE FITTINGS, JOINTS, MD VALVES WITH MOLDED INSULATION OF A. INSTALL BRASS MALE ADAPTERS EACH SIDE OF VALVES IN COPPER PIPE NEMA' NA RER'S A T`16NAL ELECTRICAL MANUFACTU SSOCIATION LIKE MATERIAL MD THICKNESS AS ADJACENT PIPE, AND FINISH WITH SYSTEM. SWEAT SOLDER ADAPTERS TO PIPE. 4.02 EXPOSED METAL WORK SHALL BE BRIGHT CHROME 'PLATED BRASS EXCEPT UL UNDERWRITER'S LABORATORIES, INC. 2.02 GLASS CLOTH AND VAPOR BARRIER ADHESIVE. AS NOTED. ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS 0. INSTALL GATE, EIALL,AND BUTTERFLY VALVES FOR SHUT-OFF AND TO ASTM AMERICM SOCIETY OF TESTING MATERIALS A. STEEL HANGER RODS: THREADED BOTH ENDS, THREADED ONE END, OR 2. INDOOR, EXPOSED APPLICATIONS. FOR PIPE EXPOSED IN MECHMICAL ISOLATE EQUIPMENT, PART OF SYSTEMS, OR VERTICAL RISERS. 4.03 ALL DRAINS SHALL BE AS MANUFACTURED BY JOSAM,'WAOE,' iURN, OR ASHRAE AMERICAN 50CIETY OF HEATING, REFRIGERATING AND TI D. EQUIPMENT ROOMS OR IN FINISHED SPACES, INSULATE AS FOR CONCEALED AIR CONDITIONING ENGINEERS APPLICATIONS. FINISH WITH CANVAS JACKET, SIZE FOR FINISH PAINTING. C. INSTAL GLOBE/BALL/BUTIERFLY VALVES FOR THROTTUNG, BYPASS. OR soccl SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL 2.03 INSERTS 00 NOT USE PVC JACKETS. MANUALAOW CONTROL SERVICES. 4.04 SEE SCHEDULE ON DRAWINGS. NFPA NATIONAL FIRE PROTECTION ASSOCIATION NEC NATIONAL ELECTRIC CODE A. INSERTS: MALLEABLE IRON CASE OF GALVANIZES STEEL SHELL AND PIPING PIPE SIZE (IN.) INSULATION 3.04 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM END OF SECTION 15440 A TION INSTITUTE RI AIR CONDITIONING AND REFRIGERA EXPANDER PLUG FOR THREADED CONNECTION WITH LATERAL THICKNE SS (IN.) SHEET METAL AND AIR CONDITIONING CONTRACTOR'S ADJUSTMENT, TOP SLOT FOR REINFORCING RODS, LUGS FOR ATTACHING DOMESTIC HOT WATER SUPPLY 1/24 A. PRIOR TO STARTING W'ORK, VERIFY SYSTEM IS COMPLETE, FLUSHED AND NATIONAL ASSOCIATION TO FORMS; SIZE INSERTS TO SUIT THREADED HMOER ROOS. CLEM. SECTION 15450 -`DWESTIC WATER HEATERS OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CHROME PLATED PIPING TO 4 EPA ENVIRONMENTAL PROTECTION AGENCY 2.04 .EIEAM CLAMPS B. ENSURE PH OF WATER TO BE TREATED IS BETWEEN 7AAN6 7.6 BY ADDING PAR-r I - GENERAL" ALKAU (CAUnC SODA OR SODA ASH) OR ACID (HYDROCHLORIC). A. BEAM CLAMPS SHALL HAVE MALLEABLE IRON JAWS, STEEL BOLT OR TIE' END OF SECTION 15260 1.01 WORK INCLUDED: 3.02 UNLESS OTHERWISE SPECIFIED, EQUIPMENT AND MATERIALS ;OF THE SAME ROD AND NUT. C. INJECT DISINFECTANT, FREE CHLORINE IN LIQUID, POWDER, TABLET OR TYPE AND USED FOR THE SAME PURPOSE, SHALL BE PRODUCTS OF THE GAS FORM, THROUGHOUT SYSTEM TO OBTAIN 50 TO BOL MOARESIDUAL �A. WATER HEATERS, ELECTRIC. SAME MANUFACTURER. 0. C-CLAMPS WILL NOT BE PERMITTED UNLESS RETAINER IS PROVIDED. SECTION 15410 - PLUMBING PIPING 0. BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR 1.02 SEE DRAWINGS FOR FURTHER CONDITIONS. REQUIREMENTS, AND 2.05 FINISH PARTI - GENERAL DISINFECTANT RESIDUAL Ar MINIMUM 15 PERCENT OF OUTLETS. SCHEDULED. PART 4 - TESTS - GENERAL A. PRIME COAT EXPOSED S�TEEL HANGERS 'AND SUPPORTS. HANGERS AND 1.01 WORK, INCLUDED E. MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS. 1.03 LIT 4.01 ALL TESTS k1QUIRED TO ESTABLISH THE ADEQUACY, QUALITY, SAFETY, SUPPORTS LOCATED N CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED COMPLETED STATUS AND SUITABLE OPERATION OF EACH SY511M AND ALL CEILING SPACES ARE NOT CONSIDERED EXPOSED. A. PIPE AND PIPE FITTINGS. F. IF FINAL DISINFECTANT RESIDUAL TEST LESS THAN 25 moA, REPEAT A. INSURE PRODUCTS AND'INSTALLATION OF SPECIFIED PRODUCTS ARE IN COMPONENTS THEREOF SHALL BE MADE IN THE PRESENCE ;OF AND TO THE TREATMENT. CONFORMANCE NTH RECOMMENDATIONS AND REQUIREMENTS. OF THE SATISFACTION OF THE ARCHITECT OR HIS AUTHORIZED REPRESENTATIVE B. VALVES. FOLLOWING ORGANIZATIONS: AND OTHER REPRESENTATIVES OF STATE AND LOCAL GOVERNMENT. ALL PART 3 - EXECUTION G. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL EQUAL TO THAT OF NATIONAL ELECTRIC CODE (NEC) INSTRUMENTS, LABOR AND EXPERT SERVICE NECESSARY TO CONDUCT SANITARY SEWER PIPING SYSTEM. INCOMING WATER OR 1.0 MG/L NATIONAL SANITATION FOUNDATION (NSF) THESE TESTS SHALL BE SUPPLIED BY THE CONTRACTOR; POWER AND FUEL 3.01 INSERTS AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) WI E OWNER. D. DOMES TIC WATER PIPING SYSTEM. END OF SECTION 15410 NATIONAL BOARD OF BOILER AND PRESSURE VESSEL INSPECTORS (NBbPVi)' A. PROVIDEINSERTS FOR SUSPENDING HANGERS FROM REINFORCED NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEWA) 4.02 THE FINAL INSPECTION AND TESTS ARE TO BE MADE ONLY AFTER THE CONCRETE SLABS AND SIDES OF REINFORCED CONCRETE BIEAMS. 1.02 RELATED WORK UNDERWRITER'S LABORATORIES (UL) ARCHITECT IS SATISFIED THAT THE WORK DESCRIBED IN THESE A. 15050.- BASIC MATERIALS AND METHODS SECTION 15430 - PLUMBING SPECIALTIES SPECIFICATIONS HAS BEEN COMPLETELY INSTALLED IN ACCORDANCE WITH B. PROVIDE HOOKED ROD TO CONCRETE REINFORCEMENT SECTION FOR SECTION 1.04 DELIVERY, STORAGE AND HANDLING: THE TRUE SPIRIT AND INTENT OF THESE SPECIFICATIONS AND THAT INSERTS CARRYING PIPE OVER 4 INCHES. B. SECTION 15140 - SUPPORTS AND ANCHORS PART I -'GENERAL LI TESTS WERE MADE WHICH INDICATE ADEQUACY, C. SECTION 15260 - PLUMBING INSULATION A. DELIVER PRODUCTS TO STE UNDER PROVISIONS OF SECTION 15010. QUALITY, COMPLETION MD SATISFACTORY OPERATION. THE ACCEPTANCE C. WHERE CONCRETE SLABS FORM FINISHED CEILING, PROVIDE INSERTS TO D. SECTION 15430 - PLUMBING SPECIALTIES 1.01 WORK INCLUDED OF THE WORK HEREIN SPECIFIED, SHALL NOT IN MY WAY PREJUDICE THE BE FLUSH WITH SLAB SURFACE. E. SECTION 154-40 - PLUMBING FIXTURES AND EQUIPMENT B. STORE AND PROTECT PRODUCTS UNDER PROVISIONS OF. 5ECTION15010. 'EMENT OF DEFECTIVE MATERIAL OWNER'S RIGHT TO DEMAND REPLAL A. WATER HAMMER ARRESTORS. AND/OR WORKMANSHIP. D. WHEREINSERTS ARE OMITTED, DRILL THROUGH CONCRETE SLAB FROM 1.03 QUALJTY ASSURANCE C. PROVIDE TEMPORARY INLET AND OUTLE"r CAPs. MAINTAIN S'l CAP N PLACE BELOW MD PROVIDE THRU-BOLT WITH RECESSED SQUARE STEEL PLATE U. HOSE BIBBS AMRANTS. UNTIL INSTALLATION. AND NUT RECESSED INTO AND GROUTED FLUSH WITH SLAB. A. NAME AND PRESSURE RATING MARKED ON TEE AND SERVICE VALVE BODY. 1.02 RELATED WORK. 1.05 SUBMITTALS: 3.02 PIPE HANGERS AND SUPPORTS 5.01 GUARANTEE PART 2- PRODUCTS A. SECTION 15m - SUPPORTS AND ANCHORS. A. :SEE SECTION 15010 FOR INFORMATION ON SUBMITTALS. A. SUPPORT HORIZONTAL'PIPING AS FOLLOWS: A.' ALL EQUIPMENT SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR 2.01 SANITARY SEWER PIPING B. SECTION 15410 - PLUMBING PIPING. FROM THE DATE OF ACCEPTANCE, AS EVIDENCED BY DATE OF SINGLE THICKNESS MAXIMUM SPACING PART 2- PRODUCTS CERTIFICATE FOR FINAL PAYMENT, AGAINST DEFECTIVE MATERIALS, NOMINAL ROD OFINSULATION FERROUS COPPER A. PVC PIPE. ASTM D2665 SC40. FITTINGS: PVC. JOINTS:, ASTM D2855, SOLVENT C. SECTION 15440 - PLUMBING FIXTURES AND EQUIPMENT DESIGN AND WORKMANSHIP. SIZE DIAMETER SHEILD PIPING T`UBING WELD. 2-01 ELECTRIC WATER HEATER 5.02 SERVICE UNDER 3/8. 16 GAUGE 6 .3/4 6s B. STEEL PIPE: ASIM A53 OR A120, SCHEDULE 40 GALVANIZED. FITTINGS: T A., PROVIDE STATE, SMITH, LOCHINVAR OR EQUAL, GAS4ATER HEATER 0 F 3/8 16 GAUGE 6 M CAST IRON DRAINAGE PATTERN. JOINTS: SIZE AS SHOWN ON DRAWINGS. A. IN ADDITION TO THE GUARANTEE, THE CONTRACTOR SHALL PROVIDE ALL 1/4' 8' 1- 3/8. 16 GAUGE SCREWED. 2.01 WATER HAMMER ARRESTORS REPAIR AND ADJUSTMENT SERVICE NECESSARY FOR THE PROPER 16 GAUGE gs 1-1/2'&2' 3/6 a B. VERTICAL STORAGE TYPE FOR 150 PSIF MA XIMUM WORKING PRESSURE. OPERATION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE (1) YEAR AFTER 2-11,2'&3' 1/2' 12 GAUGE 12' al C. CAST IRON PIPE: ."ASTM A74, SERVICE WEIGHT. FITTINGS, CAST IRON. A. ENGINEERED WATER HAMMER ARRESTORS SHALL BE THE MINI -RESTER THE SYSTEM IS PUT INTO OPERATION (CONCURRENT WITH THE 4 &54 6/8' 12 GAUGE 14' 81 JOINTS, HUB -AND -SPIGOT, CISIP HSN COMPRESSION TYPE WITH ASTM C564 AS MANUFACTURED BY SIOUX CHIEF MFG. CO. ARRESTORS SHALLE1E OF C. TEE CLASS LINES WELDED S L TANK, THERMALLY INSULATED WITH 24 TICK GUARANTEE). UPON RECEIPT OF NOTICE FROM THE OWNER'S NEOPRENE CASKETS OR LEAD AND OAKUM. THE PITON TYPE WITH A SEAMLESS TYPE OL" COPPER CHAMBER AND HAVE CLASS FIBER, ENCASED IN CORROSION -RESISTANT STEEL JACK Q. BAKED REPRESENTATIVE OF FAILURE OF MY PART OF THE GUARANTEED a. INSTALL HANGERS TO PROVIDE MINIMUM 1/2 INCH SPACE BETWEEN A 60 PSI AIR CHARGE ABOVE A THREE O-RING PISTON. UNITS SHALL BE ON ENAMEL FINISH. TEN (10) YEAR WARRANTY. EQUIPMENT DURING THE GUARANTEE PERIOD, THAT AFFECTED PART FINISHED COVERING AND ADJACENT WORK. D. PVC PIPE SHALL NOT BE USED IN FIREWALL PENETRATIONS AND CEILING CERTIFIED AND SIZED BY POI-M-1201, APPROVED BY ASSE-1010 AND CARRY SHALL BE REPLACED PROMPTLY WITH A NEW PART WITHOUT COST TO THE RETURN PLENUMS WHERE NOT PERMITTED BY BUILDING CODE. AN UNCONDITIONAL LIFETIME WARRANTY. ARRESTORS SHALL BE D. -WELDED STEEL WATER CONNECTIONS WITH EXTERNAL THREADS ANDDIP OWNER. UPON FAILURE TO TAKE ACTION'WITHIN 24 HOURS AFTER BEING C. PLACE A HANGER WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW. INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE TUBE, DRAIN VALVE, HIGH DENSITY MAGNESIUM MODE AND NOTIFIED, THE WORK WILL BE ACCOMPLISHED BY THE ARCHITECT AT THE 2.02 WATER PIPING DRAWINGS NOTES. TEMPERATURE MD PRESSURE RELIEF VALVE.'- USE DIELECTRIC UNIONS TO EXPENSE OF THE CONTRACTOR. D. USE HANGERS W TH 1-1/2 INCH MINIMUM VERTICAL ADJUSTMENT. CONNECT TO COPPER WATER PIPING. A. ALL PLASTIC PIPING SHALL BE RATED CONTINUOUS SERVICE FOR 100 PSI 2.02 HOSE BIEIBS/HYDkMTS E. SUPPORT HORIZONTAL CAST IRON PIPE ADJACENT TO EACH HUB, WITH 5 WORKING PRESSURE AT 180 DEGREES F, AND SHALL COMPLY WITH PART 6 PERMITS AND INSPECTION FEE MAXIMUM SPACING BETWEEN HANGERS. ASTM/NSF-PW STANDARDS 14 MD 61. A. REPLACEABLE HEXAGONAL DISC, HOSETHREAD SPOUT, E. ASI TYPE look COMBINATION. TEMPERATIJRE ND-,1­�1"" %fnnvmc. mAmu ffnrnc r-Arvar-u IV IN MIVM/ANU IV tAIWIVIA TfIlIn PKU�VKL KLW�r YPLYUP. 6.01 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES. F. SUPPORT VERTICAL PIPING AT EVERY OTHER FLOOR. SUPPORT VERTICAL B. PIPING BELOW FLOOR 9LAB OR BELOW GRADE OUTSIDE THE BUILDING: VACUUM BREAKER IN CONFORMANCE WITH ANSI/ASSE 1011. N INSURANCE AND INSPECTIONS REQUIRED FOR THE EXECUTION OF THE CAST IRON PIPE AT EACH FLOOR AT HUB. POLYBUTYLENE, CTS, SOR-11, P92110 (ASTM D-3309) PLASTIC TUBING WITH END OF SECTION 15450 WORK ON THE PROJECT AND DELIVER TO THE ARCHITECT ALL HEAT FUSION SOCKET T YPE PRESSURE FITTINGS, OR CPVC SCHED. 80 RIGID .0. ANSI/ASSE 1019; NON -FREEZE, SELF -DRAINING TYPE WITH CHROME CERTIFICATES RELATED TO AND ISSUED BY THE AUTHORITIES HAVING 0. WHERE SEVERAL PIPES CM BE INSTAI I ED IN PARALLEL MD AT SAME PLASTIC PIPE (ASTM F441) WITH SCHED. 80 (ASTM F438) CEMENT WELDED PLATED/'POLJSHED BRONZE/WALL PLATEAOCKABLE RECESSED BOX HOSE qf JJRISDICTION. THESE INCLUDE A CERTIFICATE OF FINAL APPROVAL FROM ELEVATION, PROVIDE MULTIPLE OR TRAPEZE HANGERS. SOCKET TYPE PRESSURE FITTINGS. COMPRESSION AND CRIMP -STYLE THREAD SPOUT, REMOVABLE KEY, AND VACUUM BREMER. I." - " � , - : . lu L GHE6KE THE UNDERWRITER'S INSPE CTION BUREAU HAVING JURISDICTION, FITTINGS OR JOINTS BELOW SLAB ARE NOT ALLOWED. KK PURSUANT TO ALL ELECTRICAL WORK, A CERTIFICATE OF INSPECTION AND H. SUPPORT RISER PIPING INDEPENDENTLY OF CONNECTED HORIZONTAL PATE� APPROVAL FROM THE STATE DEPARTMENT OFLHEALTH PLUMBING PIPING. C. PIPING ABOVE FLOORSLAB ONLY: PART 3 EXECUTION INSPECTOR AND/OR LOCAL AUTHORITIES PURSUANT TO ALL PLUMBING 'CPVC-HCWD CTS, RIGID (ASTM 0-2846) PLASTIC PIPE WITH SOLVENT CEMENT 0 WORK. 'END OF SECTION 15410 WELDED SOCKET TYPE PRESSURE FITTINGS. 3.01 PREPARATION Lt: -0. ALTERNATE PIPING ABOVE FLOOR SLAB ONLY' COORDINATE CUTTING, FORMINGAND ROOF OR FLOOR CONIMUCTION TO PART �7 -�,6ONTRX6TOR FURNISHED DRAWINGS, DESCRIPTIVE DATA 'AND' SECTION 15260 0 INSULATION PIPIN' SUBMIT ALTERNATE PRICING FOR MODULAR MANIFOLDED WATER. RECEIVE DRAINS TO REQUIRED INVERT ELEVATIONS. JOB NO. MMUALS DISTRIBUTION UNITS USING POLYBVTYLENE TUBING MANUFACTURES BY y� VANGUARD PLASTICS, INC. ONE DISTRIBUTION CONTROL UNIT SHALL BE. INSTALLATION AND APPLICATION j t?HtttT 7.01 SHOP DRAWINGS PART1 -:��`GENERAL PROVIDED FOR EACH DWELLING UNIT. TUBING RUNS SHALL -BE ARRANGED 00 TO INDEPENDENTLY SUPPLY AND YALE EACH FIXTURE FROM THE A. INSTALL SPECIALTIES IN ACCORDMCE WITH MANUFACTURER'S ­77 COMUL NO co A. 'IN ACCORDANCE WITH THE GENERAL CONDITION S, SHOP DRAWINGS SHALL 1.01 WORK INCLUDED CONTROL UNIT MANIFOLD. SUBMIT SHOP DRAWINGS CRIMP -STYLE INSTRUCTION TO PERMIT INTENDED PERFORMANCE. BE.SUBMITFED ON ALL UNITS OF PREFABRICATED MATERIALS. m INSERT FITTINGS ARE NOT ALLOWED. FT. FMxw r.: _w PAW fie4o, 5 A. PIPING INSULATION 4V ft"G LOW, 2W i4A TANWM SI �,J sp 2.03 DIELECTRIC CONNECTIONS ('40 JW 19 fA&- (W) ili-n,04 ,77 V) JACKM AND ACCESSORIES. FT CF, A. UNION WITH QALVANIZED�OR PLATED STEEL'THREADED END, COPPER F4 < E: Vi SOLDER END, WATER IMPERVIOUS ISOLATION BARRIER. vp�! sum M, ww FAA,VACK lum� % jNC.� I INC. x. �'Aj� z') % j, y. -i T, .1d 'o it Ne 0 . 'SPLIT AIR CONDITIONING UNIT E SECTION 15660 AIR DISTRIBUTION DEVIC S 3.0 2, FIBROUS CLASS DUCTS SECTION 15895 DUCTWORK ACCESSORIES 6 SYSTEM SECTION 15 22' PART REGISTERS, GRIM, DIFFUSERS AND LOUVERS -A. FABRICATE AND INSTALL IN ACCORDANCE WITH SMACNA FIBROUS GLAS S i v- GE EkAL ART I N PART 1 GENERAL DUCT CONSTRUCTION STANDARDS 5TH EDITION 1919, LATEST EDITION, p N ALL REGISTERS, 1.01 FURNISH AND INSTALL MERE SHOWN ON DRAW GS EXCEPT AS INDICATED. .1.01 WORK INCLUDEID 1.02 WORK INCLUDED GRILLES, DIFFUSERS AND LOUVERS IN ACC ORIDANCE WITH THE A., ��,'VOLUME C ONTROL DAMPERS. AIR HANI A. DUNG UNIT. (AHU). TABULATION IN THESCHEDULE ON DRAWINGS.-_ B., M MAKE ONLY ACHINE FABRICATE FIBROUS CLASS DUCTS A - ND FITTINGS. .".r MINOR ON SITE MANUAL. ADJUSTMENTS. B. UNIT (CU). CONDENSING AND MODIFICATIONS AS INDICATED IN SCHEDULE 0. BACKDRAFT DAMPERS. C. REFRIGERANT PIPING. 1.02 PROVIDE ACCESSONES C. STAPLE DUCT JOINTS AND TAPE WITH 3 INCH WIDE HEAT AC11VATED NOTES. CHEMICAL BONDING TAPE. C. 'AIR TURNING DEVICES. -1.02 WARRANTY 1.03 MANUFACTURER LISTED IN SCHEDULE IS FOR DESIGN SELECTION ONLY. DO NOT USE FIBROUS GLASS DUCTS WITHIN 12 INCHES OF ELECTRIC OR, 0. FLEXIBLE DUCT CONNECTIONS. % REGISTERS, GRILLES AND DIFFUSERS, AS MANUFACTURED BY AIR MATE -.0. A. PROVIDE FIVE YEAR WARRANTY ON COMPRESSORS. KRUEGER, TITUS, CARNES, METALAIRE OR APPROVED EQUAL WILL, BE FUEL FIRED HEATERS� PART 2 PRODUCTS ACCEPTED. 3.03 LOCATE DUCTS WITH WMULN I SPACE AROUND EQUIrmm 1 10 ALLOW , ., ; , "I I% ! i,.� , � VOLUME CONTROL DAMPERS 2.01 PRODUCTS PART 2 NORMAL. OPERATING AND MAINTENANCE 'ACTIVITIES END OF SECTION 15660 A. FABRICATE IN AC LOW PRE850 GENERAL 2.01 3.04 DURING CONSTRUCTION, PROVIDE EMPORARY CLOSURES OF METAL OR I A B R13M ANS, AND AS INDICATED AIR BALANCE, TAPED POLYETHYLENE ON OPEN DUCTWORK TO PREVENT'GONSTRUCTION SECTION 15870 --POWER VENTILATORS COLMAN, CARNES, NATIONAL CONTROLLED AIR, RUSK A. PROVIDE UPFLOW TYPE UNITS NTH HYDRONIC HEATING COILS AND IN.' CESCO OR DUST FROM ENTERING DUCTWORK SYSTEM. APPROVED EQUAL ELECTRIC REFRIGERATION. SUBJECT TO COMPUANCE WITH 'REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK PART . 1 GENERAL PART 4 INSULATION INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: B. FABRICATE SINGLE BLADE DAMPERS FOR DUCT SIZES TO 12' INCH. 4.01 WORK INCLUDED INTERNAL E WITH -T, APOLLO. C. FABRICATE MULTI -BLADE OMPER OF OPPO TRANF, CARRIER, McQUAY, FIRST, ARCOAIRE, RED A. CEILING EXHAUST FANS. I MAXIMUM BLADE SIZES 12 X 72 INCH. ASSEMBLE CENTER AND EDQE� A. GLASS FIBER; ANSIASTM C553, 1.5 UJ./CU. FT. MINIMUM DENSITY. RUBBER CRIMPED. BLADES IN PRIME COATED OR GALVANIZED -CHANNEL FRAME -CONTAINED, PACKAGED, FACTORY ASSEMBLED, PRE-WRED . I , I I . , - B. PROVIDE SELF MINIMUM C4 1.02 '.RELATED WORK IMPREGNATED AIR SIDE FOR MAXIMUM 4000 FPM AIR VELOCITY. WITH SUITABLE HARDWARE. UNIT CONSISTING OF CABINET, SUPPLY FAN, HYDRONIC HEATING COIL. R - VALUE OF 6.0. UNLESS DUCT IS INSTALLED IN MECHANICALLY COOLED A.' SOR, CONDENSER COIL AND CONDENSER SECTION 15890 - DUCTWORK. D. EXCEPT IN ROUND DUCTWORK 12 INCHES AND SMALLER, PROVIDE END SPACE OR CONTROLS, AIR FILTER, REFRIGERANT COOLING COIL AND OUTDOOR BETWEEN FLOORS, IN WHICH CASE THE R - VALUE MAY BE 4.5. PACKAGE CONTAINING COMPRES -OIL FAN. BE DETERMINED AT 75 DEGREES F. BEARINGS. ON MULTIPLE BLADE DAMPERS, PROVIDE -IMPREGNATED NYLON OR SINTERED BRONZE BEARINGS. 4.02 EXTERNAL PART 2 - PRODUCTS 2.02 FABRICATION E. PROVIDE LOCKING, IN A. FLEXIBLE OR RIGID CLASS' S'I/ASiM �6j2 COMMERCIAL GRADE. FIBER; AN DICATING QUADRANT REGULATORS ON SINGLE AND 2.01 MANUFACTURERS qq MULTI -BLADE DAMPERS. WERE ROD LENGTHS EXCEED 30 INCHES. A. AIR HANDLING UNIT MINIMUM R - VALUE OF 6.0, UNLESS DUCT IS INSTALLED IN MECHANICALLY E COOLED SPACE OR BET16M FLOORS, IN WHICH CASE THE R - VALUE MAY REGULATOR AT BOTH ENDS. CK, PENN, BROAN, NUTONE OR APPROVED EQUAL 1. CABINET. PROVIDE MELDED'STEEL CABINET, PHOSPHATIZED AND BAKED BE. 4.5. R - VALUES ARE TO BE DETERMINED AT 75 DEGREES F. CO. ENAMEL FINISH. 2.02 �'BACKDRAFT DAMPERS: 2.02 CEILING EXHAUST FANS B. INSULATION MATERIAL AND JACKETS SHALLL HAVE A FLAME SPREAD �co 2. CIRCULATING FANS, PROVIDE UNITS WITH DOUBLE INLET ALUMINUM 'RATING OF 26 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS A. DAMPERS SHALL BE AIR BALANCE VENT COCK, MEMOSTAT, RUSKIN, CESCO �A. CENTRIFUGAL FAN UNIT. DIRECT DRIVE, WITH GALVANIZED STEEL CENTRIFUGAL BLOWERS, -BELT DRIVEN OR DIRECT CONNECTED TO - i HOUSING U WHEN TESTED IN ACCORDANCE WITH ASTM E84. RESILIENTLY MOUNTED, PSC MOTOR WITH BUILT-IN OVER -LOAD NED WITH 1/2 INCH ACOUSTIC INSULATION, RESILIENT PROTECTION. MOUNTED MOTOR. -RETARDANT TYPE B. GRAVITY BACKDRAFT DAMPERS, SIZE 18 X 18 INCHES OR SMALLER, C. ADHESIVES: WATERPROOF FIRE PMENT, MAY BE AIR MOVING FURNISHED WITH AIR MOVING EQUI B. DISCONNECT SWITCH: FACTORY WIRED, NON -FUSIBLE, IN HOUSING FOR 3. AIR FILTER: PROVIDE ONE INCH THROWAWAY TYPE FILTERS AND ONE SET EQUIPMENT MANUFACTURER'S STANDARD CONSTRUCTION. LAGGING ADHESIVE-' FIRE RESISTIVE TO ASTM E84, NFPA 255, UL 723. THERMAL OVERLOAD PROTECTED MOTOR. D. OF EXTRA FILTERS. CTION 'GRAVITY BALANCED ELF- C. FABRICATE MULII-EILADE, PARALLEL A C. MOWED MITE PLASTIC OR ALUMINUM WITH BAKED WHITE E. IMPALE ANCHORS: GALVANIZED STEEL,' 12 GAGF, SPOT WELDED OR S TE -'PROVIDE ITEMS NECESSARY TO RECOVER HEAT FROM CAGE GALVANIZED STEEL, WITH CEN R 4. HYDRONIC kAD ENAMEL FINISH. ADHESIVE PAD. NO ANCHORS SHALL PENETRATE DUCT WALLS. HEATER: COPPER COILS, IN-UNE CIRCULATING PIVOTED BLADES OF MAXIMUM 6 INCH WIDIH, WTH FELT OR FLEXIBLE THE DOMESTIC WATER VINYL SEALED EDGES,'UNKED TOGETHER IN RATTLE -FREE MANNER WITH PUMP, CHECK VALVE, AIR PURGE VALVE. ITEMS SHALL BE USABLE FOR F. JOINT TAPE: CLASS FIBER CLOTH, OPEN MESH., 90 DEGREE STOP, STEEL BALL BEAR 0 USE WITH P . OTABLE WATER. PART 3 -'EXECUTION INGS, AND PLATED STEEL PIVOT PIN; G. TIE WIRE: ANNEALED STEEL, 16 GAGE. ADJUSTMENT DEVICE TO PERMIT SETTING FOR VARING DIFFERENTIAL 5. REFRIGERANT COILS: ,SHALL BE SOUD, COPPER TUBING WITH ALUMINUM STATIC PRESSURE. ILLARY RESTRICTOR 3.01 INSTALLATION M FINS AND FED WITH REFRIGERANT 22 THROUGH CAP 4.03 INSTALLATION - INSULATION AND NG-FROST FULL CAPACITY CONTROL 2.03 AIR TURNING DEVICES: A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS A. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S . R TURNING VANES SHALL BE BARBER COLMAN, TUTTLE AND DAILEY, B. CONDENSING UNIT INSTRUCTIONS. 'A. ANEMOSTAT, METALAIRE OR APPROVED EQUAL END OF SECTION 15870 1. GENERAL:- AIR COOLED CONDENSING UNITS SHALL BE FACTORY- B. EXTERIOR INSULATION APPLICATION: 0 COMMON BASE SIZE. 0. MULTI-EILADE DEVICE WITH BLADES ALIGNED IN SHORT DIMEN5 z ASSEMBLED INTO A WEATHERPROOF CABINET WITH ION, STEEL OR AMBIENT. SECTION DUCTWORK OR ALUMINUM CONSTRUCTION; WITH INDIVIDUALLY ADJUSTABLE BLADES, STANDARD OPERATING RANGE 10 TO 120 DEGREES F OUTDO C. SECURE, INSULATION' WITH VAPOR BARRIER WITH WIRES AND SEAL JACKET ALL MODELS SHALL 13E MOUNTING STRAPS. PROVIDE IN ALL SQUARE TURNS. FILTER DRIER SHALL BE FACTORY INSTALLED. RI DHESIVE OR TAPE TO MATCH JACKET. PARTI - GENERAL mCSA4 AND 'UI! APPROVED AND COMPLY WITH sARI' STANDARD 210, NATIONAL RATING STANDARD OF THE AIR CONDITIONING AND D. ETRATIONS BY MECHANICAL FASTENERS WITH 2.G4 FLEXIBLE DUCT CONNECTIONS: 1.01 WORK INCLUDED REFRIGERATION INSTITUTE. VAPOR BARRIER ADHESIVE. A. SHALL�BE VENT FABRIC 6- VENTGLAS, ANEMOSTAT, BARBER COLMAN OR A. LOW PRESSURE DUCTS. -GAUGE ZI 2. CASINGS: SHALL BE `18, NC COATED STEEL, PHOSPHATIZED, E. INTERNAL APPLICATION: PAJNTED.WTH EPDXY RESIN PRIMER (EXTERIOR SURFACE) AND FINISHED B. INSULATION. WITH ACRYLIC TOP COAT. REMOVABLE PANEL SHALL ALLOW ACCESS TO B. FABRICATE IN ACCORDANCE WITH SMACNA 14VAC DUCT 'CONSTRUCTION ALL COMPONENTS AND CONNECTIONS. DIE -FORMED MOUNTING RAILS ADHERE INSULATION WITH ADHESIVE FOR 100 PERCENT COVERAGE. STANDARDS IST EDITION, 1985. SECURE INSULATION WITH MECHANICAL FASTENERS ON 15 INCH CENTERS SHALL BE INTEGRAL PART OF UNIT BASE. PROVIDE DRAINAGE HOLES IN 1.02 DEAKITIONS MAXIMUM ON TOPAND SIDE OF DUCTWORK WITH DIMENSION EXCEEDING BASE PAN OF ALL UNIT I S. A. DUCT SIZES: INSIDE CLEAR DIMENSIONS. FOR LINED DUCTS, MAIN TAIN 20 INCHES. SEAL AND SMOOTH JOINTS, DO NOT USE NAIL -TYPE FASTENERS. C. UL LISTED FIRE -RETARDANT NEOPRENE COATED WOVEN'GLASS FIBER NFPA 90A, MINIMUM DENSITY 20 OZ. PER SQUARE YARD, SEAL VAPOR BARRIER PENETRATIONS BY MECHANICAL FASTENERS WITH FABRIC TO SIZES INSIDE LINING. 3. CONDENSER FAN: SHALL BE ALUMINUM AER60YNAMIC DESIGN, VAPOR BARRIER ADHESIVE. APPROXIMATELY 6 INCHES WIDE, CRIMPED INTO METAL EDGING STRIP. STATICALLY BALANCED. PROVIDE DIRECT DRIVEN HEAVY DUTY,, -OVERLOAD PART 2 PRODUCTS PERMANENTLY LUBRICATED MOTORS W11H BUILT-IN THERMO F. DUCTWORK DIMENSIONS INDICATED ARE NET INSIDE DIMENSIONS PROTECTION. FAN/MOTOR SUPPORT SHALL BE MOUNTED TO CABINET TOP. PART 3 EXECUTION REQUIRED FOR AIR FLOW. INCREASE DUCTWORK TO ALLOW FOR 2.01 MATERIALS TION TH INSULA ICKNESS, METIC TYPE. PROVIDE 3.01 INSTALLATION 4. COMPRESSOR: SHALL BE HERMETIC OR SEMI -HER R CONFORMING TO REQUIREMENTS FOR INTERNAL SPRING ISOLATION AND TWO -STAGE SOUND MUFFLING. PROVIDE A. 4.04 INSULATION SCHEDULE A. INSTALL ACCESSORIES IN ACCOR CLASS I AIR DUCT MATERIALS, OR UL 181. DANCE WITH MANUFACTURER'S WINDING THERMOSTAT AND CURRENT OVERLOAD DEVICE COUPLED WITH A. SUPPLY AND RETURN DUCTS SHALL BE FIBROUS GLASS OR SHALL BE PRESSURE LIMITING VALVE. INTERNAL PROTECTION DEVICES SHALL INSTRUCTIONS, B. ALL DUCT MATERIAL AND COVERING SHALL HAVE A FLAME SPREAD INSULATED. PROVIDE PROTECTION FOR MOTOR OVERLOAD, LOCKED ROTOR, EXTREME TING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LES Y RA VOLTAGE SUPPLY, EXCESSIVE MNOING TEMPERATURES, EXTREME B. PROVIDE BALANCING DAMPERS AT POINTS.ON LOW PRESSURE-SUPPL WHEN TESTED IN ACCORDANCE WITH ASTM E84. RETURN, AND EXHAUST SYMMS MERE BRANCHES ARE TAKEN FROM PRESSURES, LOSS OF REFRIGERANT CHARGE AND COMPRESSOR CYCLING. B. INTERIOR EXHAUST DUCT FROM TOILET ROOMS AND DISHWASHER SHALL EATER SHALL BE INCLUDED. LARGER DUCTS AS REQUIRED FOR AIR BALANCING. NOT REQUIRE INSULATION. STEEL DUCTS. , ASTM A525 OR ASTM A 527 GALVANIZED STEEL SHEET,` LOCK-"`.'�' C. JNC COATING OF 1.25 OL PER SQ. FT. FOR FORMING QUALITY, HAVING Z 5. COILS: SHALL E SOLID COPPER OR ALUMINUM TUBING WITH ALUMINUM C. PROVIDE FLEXIBLE CONNECTIONS IMMEDIATELY ADJACENT TO EQUIPMENT EACH SIDE IN CONFORMANCE WITH ASTM A90. FINS OR SPINES. FACTORY CONNECTIONS FOR FIELD PIPING SHALL BE PART 5 HANG . ERS IN DUCTS 'ASSOCIATED WITH FANS AND MOTORIZED EQUIPMENT. NOT COPPER. REQUIRED IF FIBROUS CLASS DUCT IS USED. D. FIBROUS GLASS DUCTS: UL 181; 1 INCH THICK MINIMUM RIGID CLASS FIBER DUCT HANGERS� IN DIRECT CONTACT WIT GALVANIZED DUCT SHALL WITH ALUMINUM FOIL; GLASS SCRIM AND KRAFT OR PLASTIC JACKET 6.01 ALL C. REFRIGERANT PIPING END OF SECTION 15695 MINIMUM R -'VALUE OF 0.0 AT 75 DEGREES F. R VALUE BE GALVANIZED STEEL W�w VAPOR BARRIER; ATICK PIPING SHALL BE TYPE `ACR* HARD DRAWN OF 4.5 IS ALLOWED IF DUCT IS INSTALLED BETWEEN FLOORS OR IN 1. ALL_'RiFkIGER COPPER 5.02 DUCT HANGERS MAY BE DIRECTLY ATTACHED TO DUCTS. DUCTS SHALL TUBING AND SHALL BE PRECAPPED, PRECLEANED AND DRY NITROGEN MECHANICALLY C . (DOLED SPACE. -ME FOLLOWING SCHEDULE. BE HUNG By ANGLES OR STRAPS AS LISTED IN CHARGED AT THE FACTORY. THIS PIPING SHALL BE,CAPPED THROUGHOUT S, MAPS OR ANGLES MAY BE USED IN TRAPEZE HANGERS. HANGERS E. FLEXIBLE DUCTS: INTERLOCKING SPIRAL OF GALVANIZED STEEL, OR ROD THE CONSTRUCTION TO PREVENT ANY FOREIGN MATERIALS FROM ELICALLY WOUND SPRING STEEL WIRE. FLEXIBLE SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE, EXCEPT FITTINGS SHALL BE WROUGHT COPPER SOLDER -ENTERING THE PIPING. DUCTS SHALL CONFORM TO UL 181. WORKING PRESSURE UP TO 44 W.G. THAT THERE SHALL BE NOT LESS 'MAN ONE SET OF HANGERS NITROGEN SHALL BE BLED THROUGH PIPING MILE T WHERE ELBOWS OR TEES ARE INSTALLED FOR JOINT TYPE. DRY SECTION OF DUCTWORK. JOINTS ARE BEING BRAZED. JOINTS SHALL BE AS FOLLOWS: MAXIMUM VELOCITY. MAXIMUM LENGRI I PER RUN SHALL BE 20 FEE CHANGES IN DIRECTION, HANGERS SHALL BE PROVIDED. NO DUCTWORK SHALL REST ON THE BUILDING STRUCTURAL SYSTEM. SILVER SOLDER. F. INSULATED FLEXIBLE DUCT. FLEXIBLE DUCT WRAPPED WITH FLEMBLE COPPER TO BRASS LASS FIEJER INSULATION, ENCLOSED BY SEAMLESS ALUMINUM PIGMENTED SILFOS. G COPPER TO COPPER CROSS -SECTIONAL HANGER HANGER PLASTIC VAPOR BARRIER JACKET. ANGLE STRAP 2. JOINTS- COPPER TUBING CONNECTIONS SHALL BE MADE UP M TH FASTENERS: RIVETS, BOLTS OR SHEET METAL SCREWS. ANTIMONY SOLDER OR SILFOS� IN ACCORDANCE WITH 'ME 0-1.5 SQ. FT. I 10 X 10 X 1/80 x 1/8. 1* X I, X 1/am COMMENDATIONS OF THE MANUFACTURER OR AS SPECIFIED RE 1.6-3.0 SQ. Fr. E RESISTIVE, H. SEALANT: NON-HARDENINC� WATER RESISTANT, FIR HEREINAFTER. 3.1-6.0 SQ. FT. 3/16- X 1-1/2' 10 X I* X 1/8, COMPATIBLE WITH MATING MATERIALS; UQUID USED ALONG.OR WITH TAPE, OR HEAVY MASTIC. 3. INSULATION FOR REFRIGERANT PIPING: ARMSTRONG ARMAFLEX HANGER ROD HANGER SET SPACE TION 1/2' THICK WITH FITTINGS COVERED WITH MITERED SECTIONS INSULA DIAMETER MAXIMUM OF INSULATION AND SEALED WITH 620 ADHESIVE. ALL INSULATION ON PART 3 INSTALLA11ON OUTDOOR INSTALLATION wB* SHALL BE ADDITIONALLY PROTECTED NTH 6 0 -LACQUER TYPE FINISH. U UCTWORK TWO (2) COATS OF ARMAFUX VINYL 1/2� 8'-0" UPPORTIN COM CE WITH SMACNA LOW A. FABRICATE AND S Ali HORIZONTAL RUNS 4. INSULATION FOR CONDENSATE DUN LINES: PRESSURE DUCT -THE DUCT SHALL AN AN S, 5.03 MERE,TRAPEZE HANGERS ARE USED, THE BOTTOM OF SPACES SHALL BE ABOVE SLAB AND ALL DRAN LINES IN UNCONDITIONED LATEST EDITIONS, EXCEPT AS INDICATED. PROVIDE DUCT MATERIAL, BE SUPPORTED To ANM SIZED AS FOLLOWS (FOR ROUND DUCTS, THE INSULATED AS SPECIFIED IN 3 ABOVE GAGES, REINFORCING, AND SEALING FOR OPERATING PRESSURES ANGLE SHALL CONFORM TO THE BOTTOM 120 DEGREES OF THE DUCT): INDICATED. PART CONTROLS MOTH OF DUCT� BOTTOM ANGLE. SIZES IAMETER OF DUCT GULAR DUCTS IN 0' J40 om -.3w 10 X I* x I/a" SIZE ROUND DUCTS INSTALLED IN PLACE OR RECTM cl 3.01 THERMOSTAT ACCORDANCE MTH ASHRAE TABLE OF EQUIVALENT RECTANGULAR AND TE ;'ROUND DUCTS. NO VARIATION OF DUCT Tim WHEREVER CONFIGURATION OR SIZES 5.04 ALL HANGERS SHALL BE SUFFICIENTLY CROSS-4RACED TO EUMINA IN A. PROVIDE THERMOSTAT NTH AUTOMATIC HEATING/CCOUNC San THE OPINION OF THE ARCHITECT, EXCESSIVE SWAY., ON/OFF/AUTO SWITCH. THERMOSTAT SHALL BE ONE STAGE PERMITTED EXCEPT BY WRITTEN PERMISSION AND FAN OUCMRK CONTAINS FILTER SECTIONS, COILS, FANS OR OTHER HEAVY GE HEATING. CONSTRUCT VS, BENDS AND ELBOWS WITH RADIU -1/2 EQUIPMENT (EXCLUDING REGISTERS, GRILLES, DIFFUSERS, SPUTTER C. DAMPERS, ETC.) SUCH EQUIPMENT SHALL BE HUNG INDEPENDENTLY OF WHERE NOT POSSIBLE AND TIMES WIDTH OF DUCT ON CENTERUNE. ES ADEQUATE TO SUPPORT SEQUENCE OF CONTROL THE DUCTWORK, WITH ROOS OR ANGLES OF SIZ 3.02 ROVIDE TURNING VANES. WERE RECTANGULAR ELBQWS ARE USED, P < THE LOAD. A. - -ON A CALL,FOR COOLING, THERMOSTAT SHALL CYCLE COMPRESSOR ON. D. INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES CHECKEP AND ENERGIZE THE AH U FAN MOTOR. DIVERGENCE WHEREVER POSSIBLE. DIVERGENCE UPSTREAM OF PERMITTED DUCT MATERIAL USAGE EQUIPMENT SHALL NOT EXCEED 30 DEGREES; CONVERGENCE PART 6 ON A CALL FOR HEATING THERMOSTA T SHALL:CYCLE AHU FAN AND HOT B. PATE,� DOWNSTREAM SHALL NOT EXCEED 30 DEGREES. WATER PUMP. 'AGE ­mmmk us 3 -:00 FIBROUS CLASS DUCT, INSULATED GALV. STEEL PRESSURE DUCTWORK CONFLICTS WITH HVAC SUPPLY RETURN E.� PROVIDE EASEMENT MERE LOW %LE OR INSULATED FLEXIBLE. FIRESTAT 3.03 PIPING AND MUCTLIRE. MERE EASEMENTS EXCEED 10 PERCENT DUCT NT H AHU. AR d XHAUST GALVANIZED STEEL,. NO INSULATION. PROVIDE FIRESTAT IN MAIN RETURN AIR STREAM OF EA EA, SPLIT INTO TWO,DVCTS CONTAINING ORIGINAL DUCT AREA. TOILET E f J4 15 No. -TAT SHALL DISABLE HE AHU IN EXCESSIVE 00'� 0 F' THE EVENT 0 F. CONNECT FLEXIBLE DLICTSJO METAL,DUCTS WITH DRAW BANDS OR FIRES �END OF SECTION 16890 ADHESIVE PLUS SHEET METAL SCREWS, TEMPERATURE IN THE DUCTS. F C. FIRESTT SH 0 USE CRIMP JOINTS WITH OR WITHOUT BEAD FOR 'JOINING ROUND DUCT ALL BE EQUAL TO HONEYWELL MODEL L4029EI011. SIZES 8 INCHES AND SMALLER WITH CRIMP IN DIRECTION OF AIR FLOW. qn co 7 jV *M'% LOW, 9=,!0A ALTA"TE WMA FIWA 3, BE �m p"m (404 W-7704 a. SUM 2 M9 FOM'! H�s sk �2k 446-11 AM 4q _U45 INC.' 7 < _3 0- ,FWJTr5ETL`,;"_ VI Ilk. 4 7-. _7 I 1 11 � --- 1 , 1, 1 1 , I v 7; 'A.. 7� IF - - , V� 11 N o_ IT .�, �' �,.` . . - , , I i­-, .". I I , - J % r t 3 "0", Aw DIVISION 16 ELEC ICAL TR E. THE MCTERqoT ALL -FR 5H BE U,L, LISTED WITH �m INTORATED 4, 7. OVIDEAN AP OYM DIGITAL COMMUNICATOR TO TRANSMIT:." Pk '013 THE:FIRE�t��.�',-_A, T %CTION 10000 ELECTRICAL WORK GENERAL PROM' EQUIPMENT'RATINO EQUAL.T0 OR GREATEk"THAN THE AVAILABLE 'THE�METER ALARM AND SUPERMY SIGNALS TO A CENTRALSTATION.- 'RIE DIGITAL' ­0 SION$, CURRENT AT TE CEN R (MINIMUM OF 42000 AMP AT tZ40 VOL�,, COMMUNICATOR SHALL BE UFL AND F.M. LISTED FOR FIRE RI ;P,600'10' PART I GENERAL OBTAIN APPROVAL AND COORDINATE SHORT CIRCUIT CURRENT WITH A CENTRAL.. STATION. AND SHALL CONFORM TO THE.REQUIREMENT S. TO POWER COMPANY FOR METERING EQUIPMENT. NFPA 71, SHALL INDICATE BUILDING IN ALARM OR TROUBLE. 1.01 DESCRIPTION OF WORK .2-10 LOADCENTERS 8,' FIRE ALARM S YSTEMS WRING: ALARM. INITIATI� G CIRCUITS` VAI A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A'COMPLETE AND A. LOAD CENTERS SHALL BE SQUARE-D TYPE QO OR EQUAL, UNITS AWO MANDED OR LARGER,,WTH 7`tUMMD� m ANG S (MAXIMUM),: OR' OPERATING ELECTRICAL SYSTEM. I MMUFACTURED BY G.E. OR WESTINGHOUSE MAIN RATINGS NAD BRANCHJ SOUD. ALARM INDICATING CIRCUITS SHALL BE 14 LARGER. INSTALL PER MANUFACTURER'S WRING DIAGRAMS. CIRCUIT BREAKER RATINGS SHALL. BE OF SIZF; AND NUMBER AS NbICATED'. B CODES AND STANDARDS: ALL ELECT' RICAL WORK SHALL BE IN STRICT ON DRAWINGS., LOAD CENTERS SHALL BE PLUG-IN TYPE CONSTRUCTION. D. SCOPE COMPLIANCE WTH OSHA REQUIREMENTS, THE 1996 NATIONAL ELECTRIC ALL CURRENT CARRYING PARTS OF THE BUS ASSEMBLY SHALL BE PLATED. CODE, THE LOCAL COUNTY ELECTRICAL CODE AND POWER COMPANY TERMINALS FOR FEEDER CONDUCTORS TO MAINS AND BRANCH NEUTRAL l.' PROVIDE A FIRE ALARM CONTROL PANEL IN EACH BUILDING TO MONITOR STANDARDS. ALL MATERIALS SHALL BE NEW MD FREE FROM DEFEM, MD SHALL BEAR THE UNDERWRITER'S LABEL FOR ITS INTENDED VSEF` SHALL BE Ul. LISTED AS SUITABLE FOR THE TYPE OFCONDUCTOR SPECIFIED. THE LOAD CENTER BUS ASSEMBLY SHALL BE ENCLOSED IN A PULL STA TIONS MD SPRINKLER SYSTEM TAMPER AND FLOW SWTCHES. C. PERMITS, FEES AND NOTICES:. SECURE AND PAY FOR ALL REQUIRED BY STEEL CABINET. THE SIZE OF THE WRING GUTTERS MD GAUGE STEEL 2. PROVIDE THE DIGITAL COMMUNICATOR AT THE CLUBHOUSE FOR THE WORK OF THIS DIVISION, 'PROVIDE FINAL INSPEC11ON CERTIFICATE(S) SHALL BE IN ACCORDANCE WITH U.L.- STANDARDS NO. 67 AND NO. 50. MONITORING OF ALL BUILDING FIRE ALARM SYSTEMS. AS APPLICABLE. FRONTS SHALL INCLUDE DOOR AND BE PROVIDED WITH A DIRECTORY'FOR . I CIRCUIT IDENTIFICATION (TYPEWRITTEN). LOAD CENTER BOXES MD J TH ROUTE �/,ltv CONDUITS AND WRIN`G BElWEEN BUILDINGS AND TO E ��D CONTRACTOR SH Al I Timpni iru Y wwq­nrA�r rwr nernor Ainnimn FRONTS SHALL HAVE CORROSION RESISTING PHOSPHATE TREATMENT AND CLUBHOUSE SO THAT AN ALARM SIGNAL FROM ANY'BUILDING WILL UAALV OAMM FINISH. LOAD CENTERS SHALL BE Ul. LIMD AND MEET NO CHANCES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK ACTIVATE THE DIGITAL COMMUNICATOR, FEDERAL SPECIFICATION W-115A AS TYPE 1, CLASS 2. REQUIRED TO COMPLY WITH EXISTING CONDITIONS. 2.18 CONTROL.MRING BRANCRCIRCUIT BREAKERS UP TO 150 AMPERES SHALL BE SQUARE-D E. WORKMANSHIP SHALL MEET N.E.C.A. GUIDELINES. -(MINIMUM), TYPE QO, Ql OR APPROVED EQUAL ALL BREAKERS SHALL BE PLUG-IN A. FOR VAC SYSTEMS CONTROL, WIRING SHALL BE 18 AWO TYPE, TOGGLE ACTION NTH QUICK -MAKE, QUICK-BRIEAK MECHMISM. ALL STRANDED. THERMOSTAT INTERCONNECTIONS TO M41N 'THERMOSTATS OR F. IF THROUGH ERRORS OR OMISSIONS, THE INTENT MULTI -POLE BREAKERS SHALL BE SINGLE -OPERATING HMDLE, COMMON- CONTROL UNIT SHALL BE 18 AWG, 3 MAND (MINIMUM). THERMOSTAT ARCHITECT/ENGINEER WTH REGARD TO,MY DETAIL IS NOT CLEAR, OR TRIP VARIETY. CIRCUIT BREAKERS SHALL BE U.L USED AND MEET THE 'WRING TO -DAMPERS OR TO UNIT CONTROLLERS SHALL BE Id AWQA 5 IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS MUSf REQUIREMENTS OF FEDERAL SPEC. WC-3750, CLASS 1. STRAND (MINIMUM). BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENCINEER IN SERVICE ENTRANCE EQUIPMENT WRITING BEFORE THE SUBMISSION OF BIDS, MD THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN 2.11 SERVICE ENTRANCE EQUIPMENT PART 3 EXECUTION WRITING. OTHERMSE, NO E)(TRA CHARGE WLL BE ALLOWED FOR THE. WORK OR MATERIAL RICH THE ARCHITECT/tNGINEER WILL'REQUIRE, k METER SOCKETS: PROVIDE METER SOCKETS WHICH COMPLY WTH TION 3.01 APPARATUS IQENTIFICA PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF REQUIREMENTS OF POWER COMPANY SUPPLYINQ ELECTRICAL POWER TO THE DRAWINGS AND SPECIFICATIONS. SERVICE -ENTRANCE EQUIPMENT OF THIS BUILDING PROJECT, A. PANELUOARD, CIRCUIT BREAKERS IN PMELBOARDS, MOTOR DISCONNECT r TION SWITCHES. STARTERS AND OTHER APPARATUS USED FOR THE OPERA G. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL B.-' OBTAIN INSTALLATION REQUIREMENTS FROM POWER COMPANY'AND' BE OR CUMOL OF, CIRCUITS, APPLIANCES OR EQUIPMENT SHALL -BE TIONS OF STUB UPS MD DESCRIPTION OF THE WORK'TO BE.PERFORMED. ALL ITEMS NOT Y. COORDINATE LOCA PROPERLY IDENTIFIED BY MEANS OF ENGRAVED LAMINATED PLASTIC MENTIONED OR SHOWN, BUT NECESSARY FOR THE RQUITINQ PRIOR TO INSTALLATION. RELOCATE EQUIPMENT IMPROPERLY. COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED MD INSTALLED DESCRIPTIVE NAMEPLATES MOUNTED ON THE APPARATUS USING PERMANENT. INSTALLED DUE TO LACK OF COORDINATION AT NO ADDITIONAL COSTI CONTACT CEMENT.. CARDHOLDERS IN MY FORM'ARE ACCEPTABLE IN THE BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY LIVING UNITS. ACQUAINT HIMSELF WTH THE MECHANICAL, ARCHITECTURAL, SURGE ARRESTORS; FURNISH AND INSTALL MAIN SECONDARY SERVICE co NO ADDITIONAL COMPENSATION WLL BE ALLOWED WE TO THE STRUCTURAL MD ELECTRICAL PLANS BEFORE SUBMITTING HIS FINALAND. SURGE ARRESTORS ON LINE SIDE OF THE MAIN SWITCH. ARRESTOR SHALL 3.0 GROUNDING BE 3-POLE, WITH 650 VOLTS MAXIMUM RATING. ARRESTOR SHALL PERMIT A MAXIMUM DISCHARGE VOLTAGE OF 2.2. KV AT A I.5KYA CURRENT LEVE[_� A. A SEPARATE GROUNDING CONDUCTOR,, SIZED IN ACCORDANCE VAR, CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. UNIT SHALL BE SEALED IN AN EXTRUDED ALUMINUM HOUSING, COMPLETE SUBMITTAL -95 SHALL BE PROVIDED IN THE CONDUIT WITH THE CIRCUIT`4i,� 1.02 TABLE 250 'TOR WITH 18 INCH COPPER WIRE LEADS AND MOUNTING BRACKET ARRES CONDUCTORS FOR ALL LIGHTING, POWER AND FEMER CIRCUITS. SHALL BE JOSLYN NO. J9200-9 OR APPROVED EQUAL SUBMIT FIVE (5) COPIES OR TECHNICAL INFORMAI`ION ON ALL MAJOR 05 ES,,,>., FALL ELECTRICAL'EQUIPMENT ENCLOSURES'AND CONDUCTOR ENCL OR ':I� EQUIPMENT IN BINDERS. MARK-UP PRINTS OF THE DESIGN DRAWINGS IM RI D. GROUNDING SYSTEM: AT INCOMING SERVICE AND SEPARATELY DERIVED SHALL BE GROUNDED. r ce RED PENCIL AS ITEMS ARE INSTALLED MD SUBMIT TWO COPIES SHOWING -PROVIDE 3/4' X 20- COPPER CLAD GROUND RODS VIA TH SERVICE LOCATIONS, AN ACCURATE 'AS-BUIL'r RECORD OF THE ENTIRE SYSTEM. GIVE THE GROUNDING ELECTRODE CONDUCTOR SIZED IN ACCORDANCE WITH NEC 3.03 INSTALLATION: 440 OWNER INSTRUCTIONS IN OPERATION OF THE SYSTEM. SECURE FROM THE VE A MAXIMUM RESISTANCE OF 25 OHMS. BOND TO &t A SUCH CHANGES AS REQUIRED MD PERMITTED BY THE A RECEIVED. SUBMIT MEMO TO THE ARCHITECT. 2.12 DISCONNECT SWITCHES RCHITECri 5UCl 0 OWNER A SIGNED MEMO STATING VAT TECHNICAL INFORMATION, AS- INCOMING METALLIC WATER SUPPLY. A. THE CONTR BUILT DRAWINGS AND INSTRUCTIONS IN OPERATION HAVE BEEN ACTOR SHALL ADAPT HIS WORK TO CONDITIONS AND AS MOVING HIS WORK TO CLEAR BEAMS, JOISTS, AND ADJUSTING HIS RISERS OR OTHER APPARATUS TO AVOID INTERFERENCES MTH WINDOWS A. SHALL BE.GENERAL DUTY SAFETY WTCHES NTH 100,OOOA SHORT CIRCUIT AND OPENINGS; OR RASING OR LOWERING HIS WORK TO PERMIT THE PART 2 PRODUCTS' RATING, MD SHALL BE LISTED IN ACCORDANCE WITH U.L 98. THE COVER PASSING OF DUCTWORK OR THE WORK OF OTHER TRADES; ALL'AS o SHALL BE INTERLOCKED SO THAT THE DOOR CANNOT BE OPENED NTH REQUIRED OR AS JOB CONDITIONS DICTATEj WITHOUT my ADDITION 2.01 CONDUIT Rii � THE HANDLE.IN THE "ON" POSITION, EXCEPT BY THE INTENTIONAL COSTS TO THE OWNER. u OPERATION OF A CONCEALED RELEASE (DEFEATER) MECHANISM. PROVIDE CONDUIT IS REQUIRED, BELOW GRADE OR WITHIN UNITS, IT SHALL L A. WHERE FUSIBLE SWITCH FOR A/C UNITS AS PER U,L LISTING AND LOCAL CODE B. DMINE AREAS AND CONDITI -BE SCHEDULE 40 PVC. PROVIDE PULLING IN LINES IN ALL EMPTY CONDUITS. ONS UNDER WHICH WORK IS TO BE Cn SIZE CONDUIT PER N.E.C. FOR ENCLOSED WRING. �REQUIREMENTS. PROVIDE DUAL ELEMENT, TIME DELAY FUSES IN ALL D PRODUCTS ARE TO BE III,15JALLED,�AND,NOTIFY GEN�BA,�s 0 FUSIBLE SWITCHES CONTRACTOR IN WRITING OF CONDITIONS QETRIME�TAL Tq,PgE � D ELECTRIC MOTOR PME TIMELY COMPLETION OF THE WORK. DO OOT PRO�EED WIjH E K Ef Vg AND EQUI NT WRING UNTIL UNSATISFACTORY CONDITIONS HAV�,, BEEN CORRECTED A cq 2.02 A. MANNER ACCEPTABLE TO THE INSTALLER. PROVIDE, A COMPLETE BRANCH CIRCUIT WRING, STARTER AND DISCONNECT SWITCH FOR ALL MOTOR DRIVEN EQUIPMENT. WHEN MOTOR A. ALL CONDUCTORS SHALL BE,COPPER (#I� MIN.), THH N/THWN INSULATION. C. 00 NOT ALLOW OR CAUSE ANY OF THE 'WORK OF THIS DIVISION OR CAUSE ?IVEN EQUIPMENT IS PROVIDED NTH OPACKAGE' CONTROL PANEL WHICH OTHER DIVISIONS OF WORK TO BE COVERED UP OR ENCLOSED UNTIL IT COMPLY WITH THE N.E.C. ARTICLES 300 AND 310.' ALL CONDUCTORS SHALL INCLUDES STARTER, THIS CONTRACTOR WILL NOT PROVIDE STARTER. HAS BEEN INSPECTED, TESTED AND APPROVED BY THE ARCHITECT AND BY BE NEW, FREE FROM KINKS AND OTHER DEFECTS WHEN INSTALLED, MOTOR CONNECTIONS SHALL BE MADE WITH FLEXIBLE CONDUIT. ALL OTHER AUTHORITIES HAVING JURISDICTION. WHERE LOCAL AUTHORITIES PERMIT, ALUMINUM CONDUCTORS MAY BE USED FOR SERVICE ENTRANCE AND PMEL FEEDERS AS INDICATED ON 2.14 TELEPHONE PREWRING RISER DIAGRAMS. D. Ali SMTCHBOARDS, PANELBOARDS, TRANSFORMERS, SWITCHES, OUTLETS. COWRPLATES,SIGNS, LIGHTING FIXTURES, AND ANY AND ALL OTHER A. PROVIDE ALL NECESSARY WIRING, BOXES AND RELATED ACCESSORIES ELECTRICAL EQUIPMENT PROVIDED SHALL BE THOROUGHLY CLEANED OF NM CABLE MAY BE USED FOR ALL BRANCH CIRCUITS WITHIN THE LIVING REQUIRED BY LOCAL TELEPHONE COMPANY FOR COMPLETE PREWIRED ALL DIRT, OIL, CONCRETE, ETC. ��ANY DENTS, SCRATCHES OR OTHER VISIBLE; UNITS MERE PERMITTED BY LOCAL AUTHORITIES. �UNIT INSTALLATION OF TELEPHONE SERVICE TO TELEPHONE COMPANY SION BLEMISHES SHALL BE CORRECTED AND THE APPEARANCE INTERFACE. C., SER CABLE MAY BE USED FOR RESISTANCE OF THE EQUIPMENT MADE 'LIKE NEW, TO THE SATISFACTION TENANT PANEL FEEDERS FROM THE METER 0 CENTER WHERE PERMITTED BY LOCAL AUTHORITIES AND INDICATED ON OF THE ARCHITECT/ENGINEER. .2.15 TELEVISION RECEPTION PREWIRING DRAWNGS. I- PERFORM ALL ADJUSTMENTS NECESSARY TO ENSURE PROPER SYSTEM. A. �PROMDE ALL NECESSAR� WRING, t BOXES 'AND RELATED ACCESSORIES OPERATION IN ACCORDANCE WITH MANUFACTURERS WRITTEN 2.03 SUPPORTS �REQUIRED FOR COMPLETE PREWIRED INSTALLATION OF TELEVISION INSTRUCTIONS. RECEPTION SERVICE TO EACH UNIT. A. PROVIDE ALL SUPPORTS FOR MATERIAC MD EQUIPMENT. F. INSTALL EQUIPMENT AT THE FOLLOWING MOUNTING HEIGHTS UNLESS 2.16 RESIDENTIAL UNIT DETECTORS 2.04 COVER PLATES UNLESS NOTED ON PLANS. A. SMOKE DETECTORS SHALL BE PHOTO -El ECTRIC TYPE WITH LOCAL ALARM 1. SWITCHES - 48' AFF TO CENTERLINE A. ALL PLATES SHALL BE IVORY PLASTIC. SUITABLE FOR 120VAC OPERATION. Z05 RECEPTACLES Z RECEPTACLES 16" AFF UNLESS NOTED B. CMBON MONOXIDE DETECTOR, RESIDENTIAL SINGLE STATION SUITABLE FOR OPERATION WITH SMOKE DETECTOR AND FOR 120 VAC OPERATION VE COUNTERS - e MIN ABOVE BACKSPLASH A. VI DE 15 AMP, 2 POLE, 3 WRE, WITH BACK AND SIDE 3. RECEPTACLES ABO WITH BATTERY BACKUP. WIRING CAPABILITY AND SUITABLE FOR SPLIT'CIRCUIT OPERATION. co 4. RANGE RECEPTACLES 24 AFF B. GROUND FAULT INTERRUPTER: PROVIDE 'SPECIFICATION GRADEO DUPLEX 2.17 FIRE ALARM SYSfEM 5. CLOTHES DRYER RECEPTACLES - 36' AFF RECEPTACLES� GROUND FAULT CIRCUIT INTERRUPTERS (GFI), FEED-THRV L TYPE, CAPABLE OF PROTECTING CONNECTED DOWNSTREAM RECEPTACLES FIRE ALARM SYSTEM AND ITS COMPONENTS AND SYSTEM OPERATIONS 6. DISCONNECT SWITCHES - NOT LESS THAN 24, AFF OR AG AND NOT A. ON SINGLE CIRCUIT, GROUNDING TYPE UL RAM CLASS A, 20 AMPERES I SHALL ALSO MEET'THE APPROVAL OF THE LOCAL FIRE DEPARTMENTI, MORE THAN 6'-5* Aff OR AG TO TOP OF HANDLE. RATING, 120 VOLTS, NTH SOLID STATE GROUND FAULT SENSING AND SIGNAUNG, 5 MILLIAMPERES GROUND FAULT TRIP LEVEL, AND EQUIP WTH B. ..r FUNCTIONS TOP DEVICE HANDLE SHALL BE BELOW 6'-!5" AFF LOCAL TEST/RESET BUTTONS. 7. LOAD CENTERS AND LOWEST HAN . DLE SHALL BE ABOVE 24' AFF. cc 2.06 SWITCHES I . UPON ACTUATION OF ANY MANUAL ALARM STATION OR AUTOMATIC ALARM INITIATING DEVICE THEY SHALL ILLUMINATE THE ZONE LwED AT 8. TELEPHONE AND TELEVISION OUTLETS - MOUNT TO CENTERLINE OF REMOTE MNUNCIATORS. ADJACENT DEVICES. A. PROVIDE SILENT TYPE STANDARD GRADE 15 AMPi 1�OV'FOR ALL SINGLE co POLE, DOUBLE POLE,'T�REE-WAY AND FOUR-WAY SWITCHESI, G. VI AT THE FoLLoWNG MOUNTING HEIGHTS, OPERATE, ALL AUDIBLE AND VISUAL ALARM SIGNALS. UNLESS NOTED ON PLANS. 'i07 LIGHTING FIXTURES b. HAVE PROVISIONS TO TRANSMIT FIRE ALARM SIGNAL TO THE LOCAL FIRE DEPARTMENT VIA TELEPHONE LINES. 1. MANUAL STATIONS - 48* AFF TO NOTED A. FIXTURE SCHEDULE SHOWS REQUIRED TYPE OF FIXTURES ONLY. DETERMINE MODIFICATIONS REQUIRED rO MAKE'FIXTURES SUITABLE FOR 2. IT SHALL BE POSSIBLE TO SILENCE THE -ALARM SIGNALS BEFORE 2. SMOKE DETECTORS - CEILINGS AS INSTALLED, AND FURNISH FIXTURES ADAPTED TO THE OPERATING THE RESET SWITCH BY DEPRESSING THE SIGNAL SILENCE CEILING USED. FIXTURES SHALL BE.U.L APPROVED. TH15 CONTRACTOR SWTCH. HOWEVER, WITH THE SIGNALS SILENCED SUBSEQUENT ZONE WALL - NOT LESS THAN 4' OR MORE THAN 12' BELOW CEILING SHALL PROJECT THE FIXTURES AND LAMPS AND SHALL REPLACE BROKEN THE SIGNALS. PARTS. ALL LENSES MD LOUVERS IN ANY AREA SHALL BE LEANED b. CEILING - ON CEILING AT APPROXIMATE LOCATION INDICATED AFTER ALL TRADES HAVE COMPLETED THEIR WORK IN THAT AREA. 3. POWER FAILURE, OPENS, GROUNDS OR MY DISARRANGEMENT OF SYSTEM PROVIDE NEW LAMPS FOR ALL LIGHTING FIXTURES. WRING OR COMPONENTS SHALL BE INDICATED BY A VISUAL AND AUDIBLE 3. HORNS - MOUNT AT �1-0* AFF UNLESS NOTED TROUBLE SIGNAL AT REMOTE ANNUNCIATORS AND THE FIRE CONTROL E08 BALLASTS PANEL. THE TROUBLE SIGNAL MAY BE SILENCED, BUT THE TROUBLE LIGHT 4. HORN/STROBES - MOUNT AT W-8- AFF MUST REMAIN ILLUMINATED UNTIL THE SYSTEM HAS BEEN RETURNED TO A. BALLASTS FOR FLUORESCENT FIXTURES SHALL BE Ul. CLASS P, HIGH NORMAL, AT WHICH TIME THE TROUBLE SIGNAL SHALL RESOUND UNTIL 5. STROBES MOUNT Af 6'-8* AFF 'THE TROUBLE SILENCE SWITCH HAS BEEN RETURNED TO THE NORMAL POWER FACTOR, RAPID START TYPE WITH CUM APPROVAL WHERE APPLICABLE. BALLASTS SHALL BE NA* SOUND RATING EXCEPT WHERE THIS 6. CO MONITOR - MOUNT AT 60' AFF. RATING IS NOT AVAILABLE (E.G., BALLASTS FOR HIGH OUTPUT LAMPO IN POSITION, WHICH CASE THE RATING SHALL HE THE BEST AVAILABLE. ALL FLUORESCENT BALLASTS SHALL BE THE ENERGY SAVING TYPE. C. EQUIPMENT TIO 1. FIRE ALARM ANNUNCIATOR PANECAND CONTROL PANELS S' 2.09 METERING EQUIPMENT HALL BE LOCATED AS INDICATED ON THE DRAMNGS. A. MULT14ETERING EQtJIPM'EN';T SHALL BE SQUARE-D WALL�MOUNTED EZ METER -PACK OR MANUFACTURED BY G.E. OR WESTINGHOUSE. � ALL COMPONENTS SHALL HAVE BEEN TESTED MD U.L LISTED FOR USE AS AN Z PROMDE,A'MINIMUM OF ONE ZONE FOR EACH UNIT MD'ONE ZONE PER FLOOR OF COMMON SPACE. PROVIDE ADDITIONAL ZONES AS REQUIRED 'INTEGRAL PART OF THE MULT14ETERING SYSTEM. FOR FIRE PROTECTION TAMPER AND FLOW SWITCHES. B. .ALL COMPONENTS SHALL HE FACTORY ASSEMBLED AND ALL CURRENT 3. FIRE ALARM HORN/STROBE UNITS SHALL BE SURFACE MOUNTED WITH RED CARRYING PARTS SHALL BE PLATED BUS BARS. INDIVIDUAL UNITS SHALL FlNISHl OR STAINLESS STEEL TRIM. STROBE SHALL MEET ADA REQUIREMENTS. BE CONSTRUCTED WITH AN INTEGRAL SLIDING BOLT ASSEMBLY FOR A COMPLETELY BUSSED METER CENTER. 4. HORN SHALL SOUND ANSI STANDARD SIGNAL NTH MINIMUM 95 DQ AT 10 FEET. MINIMUM SIGNAL LEVEL AT ANY POINT IN UNIT SHALL BE 72 DB. CD C. METER SOCKETS SHALL'BE 4 JAW NON -CIRCUIT CLOSING TYPE NTH AFTH 15. PULL STATIONS SHALL BE NON -CODED, MANUALLY OPERATED, SINGLE t4 JAW PROVISIONS WHEN USED ON N ETWORK SYSTEMS. SOCKETS SHALL BE RATED AS NOTED ON THE DRAWNGS. METER SOCKET JAWS MUST BE ACTION WITH BREAK CLASS ROD. PROVIDE AN ACRYLIC, WEATHERPROOF COVER FOR ALL PULL STATIONS. SPRING REINFORCED AND FRONT REMOVABLE. J co 00 D. MAIN FUSIBLE SWTCH MD METER-BREAkER COMPONENfS*SHALL BE OF,,' 6. RESIDENTIAL UNIT HORNS SHALL BE FLUSH MOUNTED IN A SINGLE GANG BOX W TH A RED FINISH. EQUIP WITH ADA STROBE IN HMOICAPPED UNITS. 77W z 0 SUCH DESIGN TO P ERMIT ARRANGEMENT TO ALLOW WIRING AT THE TOP ORLMDO n twm WAN MAClIf ch 0- OR BOTTOM IN THE, SAME ASSEMBLY. EQUIPMENT SHALL BE SO ARRANGED AS TO PERMIT THE INSTALLATION OF,UNITS WITH DIFFERENT BRANCH, 7. RESIDENTIAL SINGLE STATION SMOKE DETECTORS SHALL BE AC POWERED Mll CAPABLE OF COMMON ALARM. 4V *Mo LOW, SM I WA IN FM A4 (40 IM-0110 (49) 6i RATINGS IN THE SAME METER CENTER. �j w. 2w sr,- =TE M, FT. MIX, fMOA Iiik' 154 2mv, mal MO. 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